Automating the process of jib crane design

Automating the process of gibe stretch forth objectAutomating the Process of agree Crane nameChapter 1 insertion1.1 Int gatuctionIn a fit extend horizontal jib is fixed to a piller or to a bulwark and supports a movable lift. Jib stretch out or soly apply in industries and for military purpose. The jib can also swing by the arc which corresponds to lateral movement (additional). These parts of put out atomic number 18 expendd in wareho recitation stores to lift the goods to all floors.In the materials discourse industry seduceers are often required to do large onuss. In situations w here large pay vitiate movements would require extra forces to be applied by the operator, the material handling devices are provided now with automatic or motorized precedent assists. These are essentially normaled such that they can reduce operator tiredness and damage. Such cranes are motive assisted jib cranes with innovative form.A jib crane consists of a pendulum like end li ne attached to a rota-table jib. Within this general cranes category there exist some devices with multiple degrees of fall by the waysidedom which includes variable commitment line length and jib length which is also variable. Point-point payload maneuvers with jib cranes are performed so as not to incite the spherical pendulum modes of the melody attached and payload assembly. In a typical way these pendulum modes yet time-varying, but shows low frequencies. That results in slow performance hence high gimmick and transportation costs can occur. The figure below shows the different parts of jib crane. Franklin, 1994Jib Cranes are industrial machines which mostly uses for materials movements in construction of buildings, payoff halls, assembly lines, storage areas, and index plants. The fig features of jib crane vary widely correspond to their major operational and manufacturing specifications such as crane organise according to crusade, weight and type of the load, crane location, geometric features, and environmental conditions. However, a review of the available literature tells that technical use of jib cranes are extremely saturated and standardized in many industrial companies and organizations independent of the jib crane type. Marchese, 19741.2 Problems/IssuesToday most companies currently uses manual calculations to provide product design specification for their jib cranes for their customers requirements. This joke involves very hard work and the manual calculation. The reduced man work go away efficient the companys process for design and manufacturing of the product. So it would be beneficial to automate this process which requires a software package in which all calculation can be done automatic. 1.2.1 Current ProblemsThe problems in jib crane design incorporate advance design for their different customers and their different purpose and the companies dont have a computer program which calculates the design specifications for manufa cturing for their customers. Erden, 19961.2.2 books reviewCurrent material handling strategys deliver anisotropic behavior. Their two planar degrees of freedom have requirement of different force inputs from the operator. For jib crane in generation of isotropic behavior there can be two directions, the first direction generates isotropy by floating the pillory higher up the load. The indorse direction adds a power trolley and is capable of assisting by providing power to actually accelerate the given load. We can provide a tune angle sensor and ultrasonic distance sensor for the intelligence necessary to achieve isotropy. A, Lorenz, 1999Consideration of the available technology that is main(prenominal)(prenominal)ly based on the roll up previous experience is important for better performance, higher safety and more reliable designs. It is well known that generic features of jib crane components are sympathetic for various different types of cranes. Since the jib crane de sign procedures are highly standardized with these components, main effort and time spent in jib crane design projects are mostly for interpretation and implementation of the available design.In the figure below a rotatory jib crane is shown with degrees of freedom.The crane considered here consists of a rotatable jib with a load line attached to the end. A mass, representing a payload, is attached to the end of the load-line. The figure (1) is shown for analytic thinking. The three co-ordinate system (three vectors shown) attached to the jib and rotates about the hub with an angular rate (gamma). The rotation angles are defined as rotation of the load-line about the two axes. The attachment point of the load-line to the jib is at a distance x from the centre of rotation of hub. The load-line has length L and the payload mass m. Alternative ConceptsSeveral concepts were evaluated Single stress rodA single-rod design is assumed during the initial calculations to determine reaction forces on the building column. Extra analysis explained that this design did not have enough power for its length and capacity. TrussA trussed beam is considered, as it would have provided a very light, strong crane. This design was shortly discarded because it would have turn up very difficult to study and build. Two tension rodsA two-rod design can be selected because it could be made strong enough to support the design load up to the length of 30 feet, yet be simple enough to analyze with a combination of manual calculations and computer-based analysis.1.2.3 Objectives To understand design and analysis of jib craneTo design jib crane in AutoCAD / Solid workTo develop calculation of jib crane data using Microsoft go pastChapter 2Methodology2.1 Flow chartStartDesign and analysis for the jib crane (Existing Design) and a modified designAutoCAD DesignCreate Microsoft pass by software EndIn the initial stage the project overview and scope of project is analyzed. Further on the lit erature based on the current design is reviewed. Next stage is examining the design advancement of the jib crane using sensors and control to automate the crane process and in lowering the operator extend and power. After that the software developed will be used in design and selection of major jib crane parts for the manufacturing. The design express by software would be seen as in AutoCAD or solid work. In the final stage the further advancement and conclusion will be made.The stages of the project are shown below.2.2 DescriptionThe project will consist of manual calculations of design specifications for the complex structures like Jib crane along with automated process. The use of Microsoft software along with some other package will be usedso that it would be more users friendly. First thecalculationwill be donelike moment of inertia, torque and transmission ratios etc.for the advanced mechanicaldesign of the Jib craneJuvinall,1991 then the number of variables will be included in software to give the product design specification for jib crane directly which will help in reducing the manwork. The simple advantage to get the all data which are required in jib crane design will come directly and this process will help in reducing time taken to produce a required jib crane. The work will be done with existing data and current methods of calculation.At the end of project, a manufacturer should not calculate the various design data for the custom design of the jib crane for different purpose. The jib crane software itself will pick the most essential and important data and according to that will choose the simplified method to give design specification directly. Reader will be able to understand the various methods involved in jib crane design and advancement of design and the analysis of jib crane to make it effective. The practices followed and measures developed to make high-rise construction a safer job will be listed in report. Some of the main benefits o f the automated design include the followingGreater consistency of design this makes manufacturing and field service easier. magnate to explore more alternatives because design can be created in a shorter time, it allows designers to study more alternatives.2.3 Gantt ChartGantt Chart Project on Automating design of jib craneTASKSOctNovDecJanFebSelection of the TopicSubmission of the Project ProposalLiterature survey on the TopicSubmission of the Interim Report package developmentConclusion and RecommendationsFinal Report SubmissionChapter-3Design and Calculation of Jib Crane3.1 Design Concepts for Jib CraneJib cranes, a free standing or takeout jib crane is an economical solution for moving materials within an soul workstation, for transferring materials from work area to work area, or for use as an auxiliary lifting device under an overhead crane. Jib cranes are intentional and manufactured in four stylesFree standing or portable jib cranes debate bracket tie rod supported jib c ranesWall cantilever jib cranesMast style jib cranes (top and bottom supported)Articulating jib cranes are also manufactured for positioning slews in those hard to reach places where mostStandard jib cranes cannot reach. An articulating jib crane can move loads around corners and columns, reach into machinery, and service an area from the closest pivot point to the end of the boom allowing 360 of operation. Another jib crane is the workstation jib crane. From self-supporting to wall mounted, workstation jib cranes provides economic, supplemental lifting coverage with 200 or 360 of rotation. Features Standard jib cranes range in capacity up to 5 tons and spans to 20 feet. Jib cranes feature on unique trussed boom design, which offers longer spans for custom jib crane designs. Free standing and mast type jib cranes offer 360 rotations. Wall mounted offers 200 of rotation.Design Factor The standard capacity rating of a jib crane represents the net rated load of the short-change at t he hook of a hoist of the same rated capacity as the crane. The design factor for the stresses in the crane is based on the capacity plus 25% of the rated load for impact and 15% of the rated load for the weight of the hoist and trolley. This was used all along with the average yield stress of the material to find out the type of the design. Juvinall, 1991 This design provides a margin to allow for variations in material properties, operating conditions, and design assumptions. No crane should be supposed to ever, in any circumstance, be weighted beyond its rated capability. Service Factor The maximum weight of the application should match, NOT exceed, and design weight. The capacity rating is dependent and based on a design load. The jib crane design criterion allows the least amount of deflection so as not to hamper the performance of the jib crane.3.2 Design of a Jib CraneThe unit system of choice is normally SI. For this design, though, the BG (British Gravitational) system is c hosen because the dimensions of most acquired components are in inches. We are doing analysis and design of a 30-foot, 1 ton jib crane.RequirementsThe crane must meet the following criteriaShould have a capacity of one ton (2000 lb).Should have a 30 feet length.Should be able to mount on the existing building structure.The design load is 2700 lb, defined as followsPd = 2000 lb + 25% soak + 200 lb trolley weightThe length of the crane is taken as that of the main beam. The entire crane will arrive at more or less 372 inches from its pivot point. The alternative concepts are already evaluated earlier. We are taking the crane with two tension rods.3.2.1 Reaction superpower CalculationsBefore detailed design could begin, it had to be determined whether the building structure could support the new crane. This can be accomplished by drawing a free body diagram of the boilers suit crane structure, and calculating the forces that would act on it. The design load should be positioned in the worst-case position hence at the end of the main beam.Since the weight of the crane makes a noteworthy horizontal reaction force, its main structural components were specified for this practice. A single 200-lb tension rod, attached at 20 feet from the root of the main beamThe weight of the plumb member (eight feet at 25 pounds per foot) was used in calculating the vertical reaction force, but was not deemed significant in calculating the horizontal reaction forces. Minor components e.g. mounting brackets and pin- fasteners, are not going to consider.The calculations solved on paper, give the following results for The 10 Inch diameter S10at25.4 the beamHorizontal reaction force 12,556 lb Vertical reaction force 3854 lb3.2.2 Design of Main BeamThe main beam is the most structurally significant part of the crane, and thus was the first to be designed. The maximum stress of a crane has to be less than one fifth of the crowning(prenominal) strength of the steel. The maximum deflec tion should be less than 600th part of the length of the crane.Manual calculations proved that the 8-inch beam would buckle under the compression made by applying the design load at the end of the beam.Buckling loadA Beam, 360 inches long, meets both stress and deflection guidelines when used with two tension rods. The maximum stress and deflection, when the load is on the end of the crane, are as follows 3.2.3 Primary StructureWith the main beam specified, the rest of the crane was designed around it. A model was constructed consisting of the main beam, the vertical member, and the tension rods, which were arbitrarily attached at 15 and 25 feet from the root of the main beam. Manual calculations performed later confirmed that these were appropriate attachment points.For the interest group of simplicity, the vertical member can be specified as the same cross section as the main beam and the vertical member is 96 inches long.Rod tensionAssume main beam pinned at one end 3.2.4 Minor ComponentsConnecting the Tension Rods to the Main BeamThe tension rods are machine-accessible to the main beam using a clevis, which is pinned to a mounting plate welded to the main beam. This clevis is having a tensile load rating of 45,600 lb which allows a tidy safety factor. The clevis pin is protected with a 1/8inch cotter pin. Double-shear calculations show it to be more than strong enough.Clevis PinThe clevis mount was designed over-large, to fill up the clearances provided by the clevis. The calculations show that the clevis mount, like the clevis itself, provides a significant margin of safety.Clevis MountSu = 58000 psiSus = 33640 psiF = 21658 lbth = 2 inro = 21/8 inri = 7/8 ind = 1 inThe tension rod is connected to the clevis finished a turnbuckle and since the clevis has a rod diameter of 1 inches, the stud must be turned down from 2 inches to 1 inches. The lower end of the tension rod should be threaded for inclusion into the turnbuckle.Specification of BearingsUsing the overall horizontal reaction force as the radial load, the bearings can be specified. The chase away holes in the flange of this bearing are placed in the identical position.Design of WeldsThe weld connecting the tension rod to the top of the vertical member requires individual explanation. The tension rod on the crane is bent, and then welded to the top of the vertical member of that craneAfter placing one rod on top of the vertical member, welds 1 and 2 should consist of a groove weld, then a fillet weld. Weld 3 should use the same pattern subsequent to the second rod is being placed. At last, weld 4 is a groove weld. All welds should fill up obtainable clearances.3.3 Design ModificationFor each handling device, the two horizontal DOF differ in feel. For the jib and gantry cranes, motion along the trolleys direction of travel requires relatively little force. Similarly, on the bridge crane, motion along the bridge is relatively lax. But for the jib crane, moving orthogonal t o the booms length is complicated by the booms rotational inertia and the boom pivots friction. For the gantry crane, this perpendicular motion is very difficult due to the large inertia of the crane, and as stated earlier, often requires power assist. Finally, for the bridge crane, it is the large inertia of the bridge and resulting change magnitude rolling resistance in its trolleys that make the perpendicular motion more difficult. Low speed power assist has been added to each of these difficult motions rotation of the boom on a jib crane, translation of a gantry crane, and translation of the bridge along the fixed rails of a bridge crane. The control of this power has been limited to simple push button on/off switches and control algorithms which provide a slow start and stop to minimize load swing. The anisotropy exhibited in the different motions remains.This lack of isotropy makes it difficult for workers to move an object from point to point. The worker must constantly vary the applied force as the coveted direction of motion changes. To think of this phenomenon in different terms, consider a round stick half immersed in a pool of water. It is very easy to move this stick through a curved trajectory. The forces resisting the motion are independent of the motions direction. Now consider a paddle (which cannot be rotated) immersed in the pool. It is comfortably more difficult to move this paddle through the same curved trajectory. The human must continually adjust to the changing resistance forces. Increasing the viscosity of the fluid will exacerbate the problem. This is analogous to increasing the size and/or load of a material handling system.Franklin, 1994Hence thus, ideally, overhead material handing devices would exhibit isotropy. That is, the feel of the device would be independent of the direction in which it was pushed. So the next objective is to advance the design of jib crane which is intelligent power assist jib and making the design calc ulation by Microsoft excel itself.For this design the drawing has been done for some parts and shown below. The rest of the analysis will be done in the final report. In the modified design we put some control sensor for the motion of the jib crane.ReferencesA, Lorenz., August 1999, Force Sensors for Human-Robot InteractionErden Z., et al, 1996, A Computer Based Design Support System for Automate Access to the F. E.M. Rules in a Crane Design Procedure, proceedings of the 7th International Machine Design and Production Conference, pp. 575-583, Ankara, Turkey G. Franklin, et al, 1994,Feedback Control of Dynamic Systems, Third edition, Addison Wiley R. Juvinall and K. Marshek , 1991, Fundamentals of Machine Component DesignMarchese P. J. and Rice R. F., 1974, Trends in Equipment Design and Controls for Heavy Duty Industrial Overhead Traveling Cranes, Iron and Steel Engineer, v. 51, n. 9, p.66Baker J., 1971, Cranes in Need of Change, Engineering, v. 211,n. 3, p. 298