挖掘式装载机外文文献
自卸车概述-外文文献

附录 A 英文文献
Dump Truck Overview Compartment is equipped with automatic devices for dumping cars. Also known as dump trucks, construction vehicles, from motor vehicle chassis, hydraulic lifting mechanism, taking the composition of power devices andFreight platform. In civil engineering, often with the excavators, loaders, belt conveyors, such as joint operations, constitute a loading, transportation and unloading production lines, to carry out earthworks, gravel, loading and unloading loose materials transport. Compartment can be loaded automatically as a result of a certain tipping point of discharge, discharge significant savings of time and labor, reduce the transport cycle, increase productivity, reduce transportation costs, and to identify the loading capacity. Transport machinery is commonly used. Engine, chassis and cab of the truck the same structure and general. Can train to the tipping or lateral tipping, through manipulation of the system control rod movement, tipping beyond the more common to promote the piston rod so that tipping inside. A small number of two-way tipping. The allocation of oil by high-pressure valves, tubing into the lifting hydraulic cylinder, inside the front fenders have a driver's safety. Engine through the transmission, hydraulic pump driven from power devices, hydraulic tipping body inside fuel tanks, hydraulic pumps, distribution valves, hydraulic lifting cylinder, control valves and tubing and other components. Hydraulic tipping body inside the tank, pump, distribution valves, hydraulic lifting cylinder, control valves and tubing and other components. Engine through the transmission, hydraulic pump driven from power plant, high pressure oil through the distribution valve, hydraulic cylinder tubing into the lift, push rod so that tipping inside. After tipping more to the common piston rod through the control system to control movement, will enable the train to stop at any position on the need for the tilt. Compartments use of its own gravity and hydraulic control reset. Dump Truck of the main technical parameters are loaded with weight, and marked volume loading. New car or car repair factory commissioning must be carried out so that the process inside a smooth lifting action without strings. Use of theht choice of lubricating oil, saving unloading time and labor, the attention of lubrication cycle, lifting oil change schedule strictly. Shipment according to nominal load, overloading is strictly prohibited. Dump truck classification:
挖掘装载机论文中英文对照资料外文翻译文献

中英文对照资料外文翻译文献挖掘装载机国内现状与市场开发之分析挖掘装载机俗称“两头忙”。
因为它具有独特的构造,前端是装载装置,后端为挖掘装置。
在工地内,您只需要转动一下座椅,即可完成从装载机到挖掘机操作手角色的转变。
挖掘装载机主要用于城市和农村的公路建设及养护、电缆铺设、电力和机场工程、市政建设、农田水利建设、农村住宅建设、开山取石以及各种小型建筑队所从事的个中建筑施工工程。
“两头忙”属于小型多功能工程机械的一种,一般在大工程完成后的小工程中使用。
一、挖掘装载机分类挖掘装载机俗称“两头忙”,同时具备装载、挖掘两种功能。
挖掘装载机分类如下:1.结构上从结构上来分,挖掘装载机有两种形式:一种是带有侧移架,另一种不带侧移架。
前者的最大特点是挖掘工作装置可以侧移,便于在特殊场地作业,它在运输状态时重心较低,有利于装载和运输。
缺点是:由于结构上的限制,支腿多为支腿,支撑点在车轮边缘以内,两支撑点距离较小,挖掘是整机稳定性差(特别是挖掘工作装置侧移到一侧时)。
这种形式的挖掘装载机功能重点在装载方面,在欧洲生产得较多,后者的挖掘工作装置不能侧移,整个挖掘工作装置可通过回转支承绕车架后部中心做180°回转,支腿为蛙腿式支撑,支撑点可伸到车轮外侧偏后,挖掘时稳定性好,有利于挖掘能力的提高。
由于没有侧移架,整机造价相应降低。
缺点是收斗时铲斗悬挂在车后部,外型尺寸长,机车处于运输和装载状态时,稳定差,对装载和运输有一定影响,此种机型功能重点在挖掘方面,以美国生产居多。
2.动力分配上从动力分配上来分,挖掘装载机有两轮(后轮)驱动和四轮(全轮)驱动两种形式。
前者不能完全利用附着重量,使机车与地面的附着力以及牵引力比后者下降,但造价比后者低得多。
1.底盘上底盘上来分:小型多功能工程机械常用的三种底盘中,微型挖掘机的动力大多在20kw 以下,整机重量1000~3000㎏、采用履带行走机构,行走速度不足5km/h,多用于农场、园林等小规模的土方作业。
装载机静压传动外文文献

装载机静压传动外文文献引言装载机是一种用于装卸货物的重型机械设备。
它广泛应用于建筑工地、矿山和港口等工作场所。
而装载机的静压传动技术是其关键部分,直接影响到其工作效率和使用寿命。
本文旨在通过研究相关外文文献,深入探讨装载机静压传动的原理、优缺点以及未来发展趋势。
静压传动原理静压传动是一种基于液体静压原理的动力传递方式。
装载机静压传动系统主要包括静压油腔、油路和控制系统等组成部分。
在工作过程中,通过增加或减少油腔内的压力来控制装载机的运动。
静压传动通过液压泵将液体压力转化为机械能,通过液压缸将机械能转化为工作力。
装载机靠液压泵产生的油液压力驱动液压缸,从而使机械臂、铲斗等部件产生运动。
这种传动方式具有传动平稳、调速灵活和动力输出大的优点。
静压传动的优缺点优点1.高效能:静压传动通过充分利用液体静压原理,能够将液压能够转化为机械能,从而实现动力传递和工作力的输出。
2.调速灵活:静压传动可通过调节液压泵的输出压力和流量来实现装载机的速度调控,适应不同工况的需要。
3.负载能力强:装载机静压传动的液压系统能够产生较大的工作力,能够适应各种装载工况的需要。
4.反作用力小:装载机静压传动系统通过液压油介质传递力量,减少了装载机在工作过程中的反作用力,提高了工作平稳性和安全性。
缺点1.能量损耗较大:由于静压传动涉及到液压泵的工作,存在能量转化过程,因此在能量转化过程中存在能量损耗,效率较低。
2.维护成本较高:装载机静压传动系统中涉及到的液压元件较多,需要定期对其进行检修和更换,增加了维护成本和工作量。
3.对油液要求高:装载机静压传动系统中使用的液压油要求较高,需要定期检测和更换,增加了使用成本。
静压传动的发展趋势随着科技的不断进步,装载机静压传动技术也在不断发展和改进。
未来的发展趋势主要集中在以下几个方面:高效节能在传统的装载机静压传动系统中,能量损耗较大。
为了提高装载机的工作效率和节能性能,未来的发展趋势是在液压系统中引入能量回收技术,将液压泵输出的能量进行回收和再利用,减少能量损耗。
挖掘机 外文翻译 外文文献中英翻译

挖掘机臂液压系统的模型化参量估计摘要首先介绍了液压挖掘机的一个改装的电动液压的比例系统。
根据负载独立流量分配( LUDV )系统的原则和特点,以动臂液压系统为例并忽略液压缸中的油大量泄漏,建立一个力平衡方程和一个液压缸的连续性方程。
基于电动液压的比例阀门的流体运动方程,测试的分析穿过阀门的压力的不同。
结果显示压力的差异并不会改变负载,此时负载接近。
然后假设穿过阀门的液压油与阀芯的位移成正比并且不受负载影响,提出了一个电液控制系统的简化模型。
同时通过分析结构和承重的动臂装置,并将机械臂的力矩等效方程与旋转法、参数估计估计法结合起来建立了液压缸以等质量等为参数的受力平衡参数方程。
最后用阶跃电流控制电液比例阀来测试动臂液压缸中液压油的阶跃响应。
根据实验曲线,阀门的流量增益系数被确定为×10-4m3/(s·A),并验证了该模型。
关键词:挖掘机,电液比例系统,负载独立流量分配( LUDV )系统,建模,参数估计1 引言由于液压挖掘机具有高效率、多功能的优点,所以被广泛应用于矿山,道路建设,民事和军事建设,危险废物清理领域。
液压挖掘机在施工机械领域中也发挥了重要作用。
目前,机电一体化和自动化已成为施工机械发展的最新趋势。
因此,自动挖掘机在许多国家逐渐变得普遍并被认为重点。
挖掘机可以用许多控制方法自动地控制操作器。
每种使用方法,研究员必须知道操作器结构和液压机构的动态和静态特征。
即确切的数学模型有利于控制器的设计。
然而,来自外部的干扰使得机械结构模型和各种非线性液压制动器的时变参数很难确定。
关于挖掘机时滞控制的研究已经有人在研究了。
NGUYEN利用模糊的滑动方式和阻抗来控制挖掘机动臂的运动,SHAHRAM等采取了阻抗对挖掘机远距传物的控制。
液压机构非线性模型已经由研究员开发出来了。
然而,复杂和昂贵的设计控制器限制了它的应用。
在本文,根据提出的模型,根据工程学和受力平衡,挖掘机臂液压机构模型简化为连续均衡的液压缸和流动均衡的电液比例阀;同时,确定了模型的参量的估计方法和等式。
挖掘机外文翻译外文文献中英翻译

挖掘机外文翻译外文文献中英翻译Excavator Translation: English Translation of Foreign LiteratureAbstract:The translation of foreign literature plays a significant role in acquiring knowledge and broadening horizons. In this article, we will explore the translation of foreign literature related to excavators. By analyzing various examples, we aim to provide an insightful understanding of the translation process and techniques involved in conveying the essence of foreign texts to the target language.1. IntroductionThe field of construction machinery presents numerous challenges when it comes to translation due to the technical nature of the content. Translating related literature helps engineers and professionals gain access to international best practices, safety guidelines, and advancements. One of the key areas within construction machinery is excavators, which serve as the focus of this article's English translation of foreign literature.2. Historical Background and EvolutionBefore delving into translations of foreign literature, it is essential to understand the historical background and evolution of excavators. The first excavators can be traced back to ancient civilizations such as the Egyptians and Greeks. Through detailed research and analysis, these ancient excavation methods have gradually evolved into the sophisticated machinery used today.3. Translation Techniques for Excavator-Related TerminologyTranslating technical terms accurately is crucial in preserving the integrity and clarity of the original text. When it comes to excavators, some terms might not have a direct equivalent in the target language. In such cases, the translator must employ various techniques like borrowing, calque, explanation, or using a closest possible translation. Balancing accuracy and readability is a crucial aspect of this translation process.4. Examples of Translated Excavator LiteratureTo demonstrate the translation techniques mentioned earlier, several examples will be provided in this section. These examples will range from user manuals, safety guidelines, to technical specifications and advancements. Through examining these examples, readers will gain insight into the specific challenges faced during translation and the strategies usedto overcome them.5. Cultural Considerations in Excavator TranslationsIn addition to technical accuracy, cultural considerations play a vital role in translating excavator literature. Different cultures may have varying perceptions and terminologies related to construction machinery. Translators need to be aware of cultural nuances to ensure that the translated materials are not only accurate but also culturally appropriate for the target audience.6. ConclusionIn conclusion, the translation of foreign literature on excavators is of great importance in the field of construction machinery. By accurately conveying the technical details, safety guidelines, and advancements fromforeign texts, engineers and professionals can broaden their knowledge and stay updated with international practices. The translation process involves employing various techniques and considering cultural aspects. As a result, it is crucial for translators to possess both technical expertise and cultural sensitivity when undertaking such translations.Through this article, we have explored the significance of excavator translation, the challenges faced, and the techniques employed. It is the bridge that connects language barriers, facilitates learning, and fosters advancements in the field.。
自动液压挖掘机毕业设计论文中英文对照资料外文翻译文献

中英文对照资料外文翻译文献基于三维信息应用的自动液压挖掘机的设计和控制土木工程现在仍充满危险和艰苦的任务,因此,改善工作环境、确保安全,是这一领域所面临的挑战。
解决这个问题,工程机械的发展至关重要,因为建筑工人的老龄化问题也逐渐突出,在不久的将来,年轻的、有经验的工人将严重短缺。
为解决这些问题,这个研究项目进行了基于基本的三维信息技术,实现液压挖掘机自动作业的研究,而液压挖掘机是一个典型的、操作简单的用于各种建筑的机械。
为此,我们研制了一台自动控制的液压挖掘机模型,测试了该液压挖掘机在常见土壤的工作条件下的挖掘能力和装载能力。
其所取得的工作速度几乎和在人手工操控下正常工作的挖掘机一样。
一、简介土木工程工作中还涉及到许多危险、艰苦的任务,特别是在灾后恢复重建的工作中。
为了提高安全性,一些研究人员已经模拟这样的工作环境作了许多实验,探索利用无人遥控或自动操作的方法执行这样的任务。
值得高兴的是,研究人员已经成功开发了几台这方面的设备。
然而,由于其所采用的传统的系统效率较低,成本远高于有人操作施工的机械,因此,它们只适用于特殊场所,如为大规模的灾难后建设恢复、补给站点。
在另一方面,我们现在正逐渐面临一个工程建设中迫切的挑战,效率作为建设工作最重要的问题,然而年轻而富有经验的工人严重短缺使得效率低下。
尽管现在应用三维信息技术(IT)来解决这些问题在实际工作中的作用仍然是非常小的,但其未来的发展充满了希望。
液压挖掘机是最常见的建筑机械,在日本被广泛用于土壤作业或许多其它作业中。
日本的工程技术人员已经作出了很大努力来开发自动控制的全自动液压挖掘机,但开发的系统还没有达到在实际作业中应用所需要的水平,而且这些产品也一直太过于昂贵。
这项研究就是为了解决这些问题的,即开发基本技术基于三维信息、实现远程控制、自主操作的液压挖掘机。
因此,我们设计了应用三维信息技术的自动控制信息系统,并制造出一台挖掘机作为模型,同时对其进行了一个土壤挖掘作业的试验。
液压挖掘机外文文献翻译

美国控制会议程序宾夕法尼亚州费城,1998年6月液压挖掘机的高性能摆动速度跟踪控制姚斌+,乔扎恩+ +的,道格拉斯··克勒+ +,约翰·Litherland + ++机械工程学院普渡大学西拉斐特,IN 47907byao@+ +的进阶液压集团来,Caterpillar Inc在[6],通过考虑特定的非线性电液伺服系统模型的不确定性,姚明和T omizuka提出的自适应控制(电弧)的方法为高性能鲁棒控制的一个自由度电液提供一个严格的理论框架。
这个非线性相关的液压动力学(非线性函数描述的关系)仔细检查。
弧李雅普诺夫函数引起摩擦力的非线性液压动力学物理理论建立。
这使得摇摆运动控制充满挑战性;本文主要对高性能摆动速度跟踪控制的工业液压挖掘机进行研究。
一个工业液压挖掘机由一个主架,一个旋转结构,液压马达,和一个机器人的手臂构成。
该链接安装在旋转结构,由三个独立的液压缸提供必要的运动。
尽管各种不确定性,通过调节流量,斗杆遵循司机给出的摆动速度命令平稳地加速/减速,。
然而,开发一个高性能的摇摆运动控制器仍然存在一些困难。
首先,由于运动的联动和未知的有效载荷,摆动惯性是变化的和未知的。
这个未知惯性只能度量重力和非线性压力。
工业液压系统中任何一种闭环控制都有一种常见的问题如跳跃,处理的目的:一是推出优质的自适应控制器和其他红外非线性控制器产品,方法[6]可以处理。
第二,系统还有其他副例如swing扭矩。
第三,名义上的摇摆不应超过摆动马达,由于这些困难,挖掘机电流无法使用控制算法;相反,所有这些困难都可以开环练习和实践解决。
因此本文提供了两个高性能的设计,通过解决theorettime -不同和未知的摇摆构造简单、实用解决办法。
2问题公式化和动态模型对于这个ponents挖掘机初始的探讨;(二)ponents如阀门的关键部件,假设该设计流量。
该元件在下面给出。
2.1动态模型I挖掘机摆动qt)的&= D M P。
掘进机论文中英文对照资料外文翻译文献

中英文对照资料外文翻译文献英文文献Roadheader applications in mining and tunneling industries ABSTRACTRoadheaders offer a unique capability and flexibility for the excavation of soft to medium strength rock formations, therefore, are widely used in underground mining and tunneling operations. A critical issue in successful roadheader application is the ability to develop accurate and reliable estimates of machine production capacity and the associated bit costs. This paper presents and discusses the recent work completed at the Earth Mechanics Institute of Colorado School of Mines on the use of historical data for use as a performance predictor model. The model is based on extensive field data collected from different roadheader operations in a wide variety of geologic formations. The paper also discusses the development of this database and the resultant empirical performance prediction equations derived to estimate roadheader cutting rates and bit consumption.INTRODUCTIONThe more widespread use of the mechanical excavation systems is a trend set by increasing pressure on the mining and civil construction industries to move away from the conventional drill and blast methods to improve productivity and reduce costs. The additional benefits of mechanical mining include significantly improved safety, reduced ground support requirements and fewer personnel. These advantages coupled with recent enhancements in machine performance and reliability have resulted in mechanical miners taking a larger share of the rock excavation market.Roadheaders are the most widely used underground partial-face excavation machines for soft to medium strength rocks, particularly for sedimentary rocks. They are used for both development and production in soft rock mining industry (i.e. main haulage drifts, roadways, cross-cuts, etc.) particularly in coal, industrial minerals and evaporitic rocks. In civil construction, they findextensive use for excavation of tunnels (railway, roadway, sewer, diversion tunnels, etc.) in soft ground conditions, as well as for enlargement and rehabilitation of various underground structures. Their ability to excavate almost any profile opening also makes them very attractive to those mining and civil construction projects where various opening sizes and profiles need to be constructed.In addition to their high mobility and versatility, roadheaders are generally low capital cost systems compared to the most other mechanical excavators. Because of higher cutting power density due to a smaller cutting drum, they offer the capability to excavate rocks harder and more abrasive than their counterparts, such as the continuous miners and the borers. ROADHEADERS IN LAST 50 YEARSRoadheaders were first developed for mechanical excavation of coal in the early 50s. Today, their application areas have expanded beyond coal mining as a result of continual performance increases brought about by new technological developments and design improvements. The major improvements achieved in the last 50 years consist of steadily increased machine weight, size and cutterhead power, improved design of boom, muck pick up and loading system, more efficient cutterhead design, metallurgical developments in cutting bits, advances in hydraulic and electrical systems, and more widespread use of automation and remote control features. All these have led to drastic enhancements in machine cutting capabilities, system availability and the service life.Machine weights have reached up to 120 tons providing more stable and stiffer (less vibration, less maintenance) platforms from which higher thrust forces can be generated for attacking harder rock formations. . The cutterhead power has increased significantly, approaching 500 kW to allow for higher torque capacities. Modern machines have the ability to cutcross-sections over 100m2 from a stationary point. Computer aided cutterhead lacing design has developed to a stage to enable the design of optimal bit layout to achieve the maximum efficiency in the rock and geologic conditions to be encountered. The cutting bits have evolved from simple chisel to robust conical bits. The muck collection and transport systems have also undergone major improvements, increasing attainable production rates. The loading apron can now be manufactured as an extendible piece providing for more mobility and flexibility. The machines can be equipped with rock bolting and automatic dust suppression equipment to enhance the safetyof personnel working at the heading. They can also be fitted with laser-guided alignment control systems, computer profile controlling and remote control systems allowing for reduced operator sensitivity coupled with increased efficiency and productivity. Figure-1 shows a picture of a modern transverse type roadheader with telescopic boom and bolting system.Mobility, flexibility and the selective mining capability constitute some of the most important application advantages of roadheaders leading to cost effective operations. Mobility means easy relocation from one face to another to meet the daily development and production requirements of a mine. Flexibility allows for quick changes in operational conditions such asFigure-1: A Transverse Cutterhead Roadheader (Courtesy of Voest Alpine)different opening profiles (horse-shoe, rectangular, etc.), cross-sectional sizes, gradients (up to 20, sometimes 30 degrees), and the turning radius (can make an almost 90 degree turn). Selectivity refers to the ability to excavate different parts of a mixed face where the ore can be mined separately to reduce dilution and to minimize waste handling, both contributing to improved productivity. Since roadheaders are partial-face machines, the face is accessible, and therefore, cutters can be inspected and changed easily, and the roof support can be installed very close to the face. In addition to these, high production rates in favorable ground conditions, improved safety, reduced ground support and ventilation requirements, all resulting in reduced excavation costs are the other important advantages of roadheaders.The hard rock cutting ability of roadheaders is the most important limiting factor affecting their applications. This is mostly due to the high wear experienced by drag bits in hard, abrasiverocks. The present day, heavy-duty roadheaders can economically cut most rock formations up to 100 MPa (~14,500 psi) uniaxial compressive strength (UCS) and rocks up to 160 MPa (~23,000 psi) UCS if favorable jointing or bedding is present with low RQD numbers. Increasing frequency of joints or other rock weaknesses make the rock excavation easier as the machine simply pulls or rips out the blocks instead of cutting them. If the rock is very abrasive, or the pick consumption rate is more than 1-pick/m3, then roadheader excavation usually becomes uneconomical due to frequent bit changes coupled with increased machine vibrations and maintenance costs.A significant amount of effort has been placed over the years on increasing the ability of roadheaders to cut hard rock. Most of these efforts have focused on structural changes in the machines, such as increased weight, stiffer frames and more cutterhead power. Extensive field trials of these machines showed that the cutting tool is still the weakest point in hard rock excavation. Unless a drastic improvement is achieved in bit life, the true hard rock cutting is still beyond the realm of possibility with roadheaders. The Earth Mechanics Institute(EMI) of the Colorado School of Mines has been developing a new cutter technology, the Mini-Disc Cutter, to implement the hard rock cutting ability of disc cutters on roadheaders, as well as other types of mechanical excavators (Ozdemir et al, 1995). The full-scale laboratory tests with a standard transverse cutterhead showed that MiniDisc Cutters could increase the ability of the roadheaders for hard rock excavation while providing for lesser cutter change and maintenance stoppages. This new cutting technology holds great promise for application on roadheaders to extend their capability into economical excavation of hard rocks. In addition, using the mini-disc cutters, a drum miner concept has been developed by EMI for application to hard rock mine development. A picture of the drum miner during full-scale laboratory testing is shown in Figure-2.Figure-2: Drum Miner CutterheadFIELD PERFORMANCE DATABASEPerformance prediction is an important factor for successful roadheader application. This deals generally with machine selection, production rate and bit cost estimation. Successful application of roadheader technology to any mining operation dictates that accurate and reliable estimates are developed for attainable production rates and the accompanying bit costs. In addition, it is of crucial importance that the bit design and cutterhead layout is optimized for the rock conditions to be encountered during excavation.Performance prediction encompasses the assessment of instantaneous cutting rates, bit consumption rates and machine utilization for different geological units. The instantaneous cutting rate (ICR) is the production rate during actual cutting time, (tons or m3 / cutting hour). Pick consumption rate refers to the number of picks changed per unit volume or weight of rock excavated, (picks / m3 or ton). Machine utilization is the percentage of time used for excavation during the projectTable-I: Classification of the Information in the DatabaseThe Earth Mechanics Institute of the Colorado School of Mines jointly with the Mining Department of the Istanbul Technical University has established an extensive database related to the field performance of roadheaders with the objective of developing empirical models for accurate and reliable performance predictions. The database contains field data from numerous mining and civil construction projects worldwide and includes a variety of roadheaders and different geotechnical conditions.The empirical performance prediction methods are principally based on the past experience and the statistical interpretation of the previously recorded case histories. To obtain the required field data in an usable and meaningful format, a data collection sheet was prepared and sent to major contractors, owners, consultants, and roadheader manufacturers. In addition, data wasgathered from available literature on roadheader performance and through actual visits to job sites. This data collection effort is continuing.The database includes six categories of information, as shown in Table-I. The geological parameters in the database consist generally of rock mass and intact rock properties. The most important and pertinent rock mass properties contained in the database include Rock Quality Designation (RQD), bedding thickness, strike and dip of joint sets and hydrological conditions. The intact rock properties are uniaxial compressive strength, tensile strength, quartz content, texture and abrasivity. The rock formations are divided into separate zones to minimize the variations in the machine performance data to provide for more accurate analysis. This also simplifies the classification of the properties for each zone and the analysis of the field performance data.The major roadheader parameters included are the machine type (crawler mounted, shielded), machine weight, cutterhead type (axial, transverse), cutterhead power, cutterhead-lacing design, boom type (single, double, telescopic, articulated), and the ancillary equipment (i.e.grippers, automatic profiling, laser guidance, bit cooling and dust suppression by water jets, etc.).The operational parameters generally affect the performance of the excavator through machine utilization. The most important operational parameters include ground support, back up system (transportation, utility lines, power supply, surveying, etc.), ground treatment (water drainage, grouting, freezing, etc.), labor (availability and quality), and organization of the project (management, shift hours, material supply, etc.).CONCLUSIONSThe evaluation and analysis of the data compiled in the roadheader field performance database has successfully yielded a set of equations which can be used to predict the instantaneous cutting rate (ICR) and the bit consumption rate(BCR) for roadheaders. A good relationship was found to exist between these two parameters and the machine power (P), weight (W) and the rock compressive strength (UCS). Equations were developed for these parameters as a function of P, W and UCS. These equations were found mainly applicable to soft rocks of evaporatic origin. The current analysis is being extended to include harder rocks with or without joints to make the equations more universal. In jointed rock, the RQD value will be utilized as a measure of rockmass characteristics from a roadheader cuttability viewpoint. It is believed that these efforts will lead to the formulation of an accurate roadheader performance prediction model which can be used in different rock types where the roadheaders are economically applicable.中文译文掘进机在采矿和隧道业中的应用摘要掘进机为方便的挖掘硬岩而提供了一个独特的能力。
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Development of a walking machine: mechanicaldesign and control problemsTeresa Zielinska *, John HengAbstractThis paper describes: a novel design of the leg drive mechanism, hardware architecture and the leg control method for a walking machine being developed to study various walking gait strategies. The leg mechanism employs an inverse differential gear drive system providing largeleg lift and swing sweep angle about a common pivotal point while being driven collectively bya pair of motors. The development platform consists of a pair of legs mounted adjacently toeach other on a linear slide. A three-axis piezo transducer is mounted on the feet to measure the various vector forces in the legs during the support phase. The force sensing results arepresented and discussed. Currently one small four-legged prototype and one hexapod are used for the tests of different gait patterns. _ 2002 Elsevier Science Ltd. All rights reserved.Keywords: Walking machines; Mechanical design; Control system design; Force sensing1. IntroductionIn comparison with the industrial manipulators, the task of building an adaptable, autonomous walking machine is more difficult. Walking machines have moreactive degrees of freedom (DOF) than industrial robots. To enlarge the work-space of the leg-end, and thus enhance the machine’s ability to adapt to the terrain, each leg should have at least three DOF, which results in a total of 12 DOF for a quadruped or 18 DOF for a hexapod. All those joints must be controlled adequately in real time. This also means that the hardware and software systems must meet more critical requirements than those formulated for industrial robot controllers. Moreover, fullyautonomous vehicles use only on-board controllers and so those controllers have to be miniaturized to an utmost extent. There is no such requirement in the case of nonmobilecontrollers of manipulators. Theoretical problems that must be solved arenumerous. From an overview of the publications concerning the subject of multilegged walking machines it can be noticed that the main attention is paid to:• general (technical) description of prototypes, e.g., [1],• methods of free gait planning, e.g., [2,3],• problems of gait synthesis using dynamical or quasi-dynamical modelling, (e.g., force distribution problems) – [4–7],• the problems of motion optimization – [8,9],• the philosophy of control systems functional decomposition and mechanisms of machines’ adaptive behavior – [10,11].The description of control software component is lacking. Such a descriptionis necessary in the systematic development of walking machines, which should be treated as mechatronic systems.Mechanical structure of a walking machine should not only imitate the leg structure of living creatures (e.g., insects, spiders), but should also take into account the actuating systems properties (e.g., size, weight and power of the motors) and constraints(e.g., size of the body and the leg work-space).Fig. 1. LAVA using themultipurpose leg beingdeveloped at RRC (RoboticsResearch Centre – NanyangTechnologicalUniversity, Singapore).In this paper, weare presenting themechanical structureof a multileggedmachineand we are giving abrief description of joint, leg and gait levels of the controlsystem.2. Mechanical design2.1. Mechanical problemsThe need for a general solution to the problem of robot legs design, that can be used either by two-, four- or six-legged vehicles, is clear. However the ability to meetthis need has been hampered by the lack of adequate joint mechanisms and controls.Joint technology is a key problem in the development of such vehicles, because hip and ankle joints require, at a minimum, pitch and yaw motion about a commoncenter with remote location of actuation sources analogous to our muscles and joints.The lack of simple, compact, cost-effective and reliable actuator packages has also been a major stumbling block in current designs. Ineffective joint design leads to unwieldy vehicles that compensate for the instability of their simple joints by means of additional legs.2.2. Unique differential leg mechanismThe general structure of a walking machine legged autonomous vehicular agent (LAVA) [12,13] is shown in Fig. 1. The thigh section employs a differential gear drivesystem to achieve both leg swing and leg lift functions (Fig. 2). This drive system offers two distinct features that are superior to conventional leg design. Firstly, leglift and leg swing functions operate from a common geometrical pivot point. This feature will prove beneficial when performing workspace and kinematic modeling.Secondly during leg swing and leg lift motions, both motors are constantly working together to achieve the desired motion. No motor is left idle and so is not carried around as a dead weight, when only one particular leg motion is in use. The advantage would be that two smaller lighter motors can be utilized which can becombined to provide a cooperative effort instead of the conventional independent motor drive design. The result would provide savings in power consumption, weight penalty and size constraints. Other power-saving features include using worm gears at a particular gear ratio to drive the various appendages. This provides a self-lock feature thus removing the need to keep the motors continuously powered whenholding the walking machine at a particular orientation. To provide maximum foot placement flexibility with precise turning functions, full three DOF were incorporatedinto each leg.2.3. Fully invertable walking machine platform with amphibious adaptabilityThe large leg lift and swing angle complements the symmetrical leg design, which enables the walking machine to be invertable. This feature is seen as being essential,Fig. 2. The differential gear drive systemif the walking machine is to operate within the surf zone of a seashore. The absence of awkwardly exposed mechanical drive systems allows the walking machine to be economically ‘‘water isolated’’ and hence obtains amphibious capability. The walkingmachine can be configured to walk on the sea bed or spread its limbs to increase buoyancy and hence swim on the surface (Fig. 3).2.4. Convertible to insect/mammalian configuration with segmentable leg pairThe wide leg lift and swing capability allow the modular leg to be adapted for use in either an insect or mammalian leg configuration (Fig. 4). Utilizing the leg inmammalian configuration requires only a small adjustment to the leg geometry. The added benefit of having a wide leg lift and swing capability is that the front two legscan be adapted to perform probing or pick and place functions (Fig. 5). The modularFig. 3. The walking machine in swimming mode.Fig. 4. Configuration of LAVA’s legs: (a) insect leg configuration; (b) mammalian leg configuration.leg can be adapted to a four- or six-legged vehicle or employed in an omnidirectional hexapod configuration.2.5. ConclusionThe modular approach followed in the leg development offers several additionalbenefits. The thigh and lower leg length can be adjusted quickly to assume different leg length requirements. There is free space in the central column of the leg to accommodatevarious sensors, data and power cables. The current implementation ofthe leg design can accommodate two different gear ratios for differential gear drive units. If an increase in drive motor power is required in the future, only minor modifications are required to accommodate the bigger motors. Similarly, leg supportingbeams can economically be resized by changing geometrically simple components.Finally, with a large leg lift and swing angle the walking machine can bemanipulated in a ‘‘prone’’ mode to operate in restrictive spaces or be neatly foldedfor easy storage or deployment (Fig. 6). The leg servo drive actuator system is designedaround a modified differential gear system thus allowing large leg lift andswing motions to be achieved about the same pivotal point thus providing simpler leg geometry than conventional leg designs.Fig. 5. Pick and place option.3. Control system3.1. Functional decompositionThe functional structure of the control software was decomposed into hierarchically related levels (Fig. 7). The lowest level includes joint control. The angular joint positions are evaluated from the leg-end trajectory shape defined in Cartesian space. Inverse kinematics model is implemented there to evaluate the joint angular positions. Incremental rotary optical encoders mounted on motor shafts are used as the feedback devices. The motor controllers use the PID algorithm to computethe angular positions. In the solution of inverse kinematics, simple singularities andproblems of non-unique choices of configurations were considered.The upper level – leg level produces the leg-end trajectory according to the proper timing scheme. The next level is the gait level. The rhythmic and free gait will begenerated by it. In the case of pick and place operations, this level will also generatetrajectories of front legs treated as manipulators. The uppermost level of the controlsoftware will be responsible for the generation of the body (body level) trajectories according to the user commands or according to the sensory readings. For the gait and body level, the most serious problem is to elaborate the method of free gait generation taking into account that there are obstacles of different size and density,which must be avoided [16]. It was assumed that motion planning must be done in real time (neither the leg-end trajectory is pre-planned nor the sequence of legsFig. 6. Lava leg position: (a) prone configuration; (b) folded configurationtransfers is fixed). The transition from one state to another is performed taking intoaccount: stability conditions, sensory readings, goal of machine motion and leg-end coordinates of other legs. Free gait must be statically stable, i.e., projectionof vehiclecenter of gravity must be inside the support polygon. The planning of free gait is executed in parallel for all the legs. This includes two planning phases in analogy tothe motion planning done by human brain [14].Force-control feedback is included in the leg level of the controller functional structure. After simulation tests, the hybrid force-control algorithm (based on activecompliance force-control method) was chosen as a simple and effective control method. Force control is made along the directions in which the leg-end is constrainedby the environment (direction normal to the ground level) and pure positioncontrol is executed along the other directions, in which the leg is unconstrained andso free to move.3.2. Structure of the hardware system and general properties of the softwareThe hardware structure of control system (Fig. 8) includes: PC host (leg CPU), motion control cards (PID controllers) connected to the amplifiers powering the leg motors. To provide position feedback, 16-bit digital encoders are used. Leg-end three-component KISTLER piezoelectric force sensor coupled through a 4-channel charge amplifier to an A/D converter that delivers the data to the PC host.The control cards use National Semiconductor LM680 dedicated motion-controlprocessors. Controllers are treated as bus peripherals and are programmed by the host computer. Sampling rate (time necessary to obtain the encoder readings, compute the set values and attain them) depends on the motor control method (PWM orvoltage control) to a minor extent. In our case of voltage control is used and so thesampling rate is in the range of 400 ls. The time of one micro-step (on the leg level) can be chosen depending on the motion properties. It was found out by various experiments, that this time cannot be shorter than 0.03 s for smooth leg-end movement in the short transfer phase with the support phase being two/three times longer.Controllers use trapezoidal velocity profile for motor motion (the so-called positionmode). Adequate procedures are responsible for calculating maximum velocity and acceleration for each micro-step. During trajectory following motion, to prevent legend vibrations, the acceleration must be constant. Proper values of acceleration were obtained experimentally – for each motor separately. Those values are different forthe leg-end transfer phase and for the support phase. The programmer is responsible for proper evaluation of acceleration and velocity. Errors in those calculations candestroy the motion time scheme, and that can result in motor shaft vibrations. For the point-to-point motion it was assumed that the time of one micro-step is long – 4 swhen compared with 0.03 s in continuous path motion. One-sixth of this time, motors should accelerate, next 4/6 of micro-step motor speed should be constant and next one-sixth – motor must decelerate (Fig. 9). It was tested by experiments that forthese values and for every possible range of movement inside the work-space the calculated acceleration and velocity is never above the maximum range.If the number of samples for one micro-step is equal to n, and the distance that must be traversed is equal to Ds (in increments) the velocity v must be equal to For the trajectory following movement, motor acceleration should be constant (for smooth leg-end movement). In this case, to reach every possible reference position during the fixed micro-step the time the acceleration/deceleration must beflexible and velocity must be calculated adequately. Assuming that unknown accelerationtime (expressed in sampling periods) is equal to the deceleration time andis denoted by x, we can find that the change of position during n samples is equal From the above, to calculate that the total acceleration and deceleration time – x must be less than half of the time necessary for the execution of one micro-step, sowe have Analyzing the above relation, it is easy to find that the acceleration must be greaterthan a certain value to prevent having as a solution an unrealistic complex number.On the other hand, the acceleration cannot be too big, which means very short ac-Fig. 10. Inter-process communication.celeration/deceleration time and rapid motor motions. Assuming that this time must be longer than 1/12 of the micro-step we findDistance increment Ds can vary considerably. For this reason it is difficult to calculatethe acceleration using only (5). In practice the proper value of acceleration was found experimentally, but paying attention to (5). For experimental evaluation of a,many motions were observed while monitoring the values Ds – the extreme values of acceleration when the fixed velocity profile (rel. (1), (2)) was used. Later, considering(5), acceleration was fixed separately for the leg-end transfer and for the supportphase. Transfer phase is usually much shorter than the support phase.3.3. Real-time control systemThe motion card commands are transmitted from a program running on the host.The real time QNX operating system and Watcom C are being used in the development of the control software. The inter-process cooperation is according to thetypical client–server pattern. Currently three processes have been developed into software: leg process, driver process and sensor process. The leg process is theclientwhile both the sensor and driver processes are the servers. The leg process is responsiblefor the generation of motion trajectories according to the rules given bya programmer and the data received from the sensor process. Sensor process servesforce sensor. The driver process is responsible for the cooperation with hardware. Itreceives command and data from the leg process, transforms that data to the format acceptable by hardware (motion controllers) and communicates with the hardware.The back-paths (from servers to clients) include the transmission of: sensor data (from sensor process), confirmations of the end of movement (from driver process) and, information about the errors which can be hardware or software type (Fig. 10).The leg process user (programmer) defines different shapes of leg-end trajectory for ‘‘continuous path’’ motion or sends only coordinates of the final position (positionof leg-end or angular joint position) for the ‘‘point-to-point’’ motion. Programmer is responsible for manual synchronization of the legs (from PC hostkeyboard). In the design of control software it was assumed that, in the future, control program would be implemented in an autonomous on-board control computer.4. Force sensing4.1. IntroductionForce control is needed to increase the ability of the machine to adapt to irregular terrain and to different types of soils. In locomotion over complex terrain, a necessitymay arise to control the horizontal force components, so that contact forces are T. Zielinska, J. Heng / Mechatronics 12 (2002) 737–754 747within friction cones. In locomotion over soft soil, it is necessary to control the legloads because of their sinking into the soil. In locomotion over slightly uneven terrain,the extent to which a leg sinks can be determined taking into account leg joints positions, readings from the inclinometers and load on the legs determined by the leg-end force sensors.The simplest way to walk on soft soil is to use fixed locomotion cycles. However non-homogeneity of the soil mechanical properties and unevenness of the terrain may result in noticeable disturbances of machine motion. To obtain a smooth motion, there is a need to individually correct the motion of each leg in taking into account the distance by which it sinks into the ground. In the simpler case where thesoil properties are known, the correction of leg-end position can be computed on thebasis of the commanded force, without badly affecting the quality of motion. There isthe need to consider the amount of sinking and to solve the problem of proper legload distribution, if the soil properties are not known or the terrain is uneven [2].Force-controlled walking machine would give additional advantages by increasing energy efficiency by reducing the internal forces between legs and providing the desired support forces regardless of the behavior of the terrain threaded on. WeFig. 11. Test rig of two prototype LAVA legs with three-component piezoelectric force sensor and top view of one two-legs module.know that the accuracy attained in (for example) industrial robots is not needed inwalking machines nor is it economically viable. Low ability to adapt to the environmentis a problem of position control. A position-controlled leg of a walkingmachine would either move in the air without exerting any forces on the body or exert all the forces available in the case of an uneven terrain. The latter possibilityhappens if there is a position error (due the lack of proper environment model, due to the control method or due to the change of environment properties). Let us assumea case when a stone gets stuck between two legs, they would press it betweenthem relatively hard under position control. How hard, depends on the compliance of the position control of the legs. This is not the case under force control, where thepressing force would be commanded by one and is typically very small between two legs. Minimizing the forces in the ground plane directions offers the chance toreducethe possibility of slipping of a leg on the ground [2].5. SummarySystematic approach to mechanical and control system design can introduce into it flexibility that is necessary for future development and modifications.In this paper, a novel design of the leg actuation mechanism was described. It was characterized by multiple configurations in which the leg could be utilized and large leg lift and swing angles. General suggestions regarding the control software development are also presented. Results of experimental work on joint/leg level controller are discussed. The advantages of force sensing for synthesizing the walking machine motion are shown. Appropriate experimental results are presented.AcknowledgementsThis work was conducted with the support of Robotics Research Center,Nanyang Technological University, Singapore.References[1] Pugh RD, Ribble EA, Vohnout VJ, Bihari TE, Walliser TM, Patterson MR, Waldron KJ. Technicaldescription of the adaptive suspension vehicle. Int J Robotics Res 1990;9(2):24–42.[2] Hartikainen K. Motion planning of a walking platform designed to locomote on natural terrain.Helsinki: Helsinki University of Technology; 1996.[3] Pal PK, Jayarajan K. Generation of free fait – a graph search approach. 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