The present invention relates to a portable jib, and more particularly, a movable girder mounted jib.
Conventional overhead cranes include a frame with a pair of bridge cross members that move along a pair of main support beams. A pair of rails are supported by the cross members and a trolley and/or a hoist moves along the rails in a direction transverse to the main support beams. These cranes are often used inside containment areas of nuclear power plants and other facilities. Typically these facilities do not include lifting devices positioned above the crane for raising and lowering loads to and from the crane during modernization, installation and removal processes. In facilities that do include a lifting device, the location in which loads or unloads are made and where materials are located on the crane bridge are very limited.
In one embodiment, the invention provides a portable jib for movably mounting to a crane girder. The portable jib includes a base frame configured for traveling along a girder and a support member coupled to the base frame. The support member extends substantially upward from the base frame. A boom is coupled to a free end of the support member and the boom extends substantially radially outward from the support member. The base frame, the support member and the boom are assembled and mounted to the girder for use and disassembled and removed from the girder after use.
In another embodiment, the invention provides a portable jib for movably mounting to a crane girder. The portable jib includes a base frame configured for traveling along a girder. The base frame includes a pair of end trucks spaced apart and mounted to opposite sides of the girder, each end truck having at least one wheel for traveling along the girder. A support member is coupled to the base frame, the support member including a support bar extending between and coupled to the end trucks and a mast extending substantially upward from the support bar. A boom is rotatably coupled to a free end of the mast and includes an attachment means at a free end of the boom, wherein the boom extends substantially radially outward from the mast. The base frame, the support member and the boom are assembled and mounted to the girder for use and disassembled and removed from the girder after use.
In another embodiment, the invention provides a method of removing and installing components of a crane, the crane including a girder. The method includes assembling a portable jib on the girder of the crane wherein the jib is configured for traveling along the girder, coupling a hoist to the jib, the hoist for raising and lowering loads to and from the crane, utilizing the hoist to raise a load to the crane or lower a load from the crane, and disassembling the jib and removing the jib from the girder.
Other aspects of the invention will become apparent by consideration of the detailed description and accompanying drawings.
Before any embodiments of the invention are explained in detail, it is to be understood that the invention is not limited in its application to the details of construction and the arrangement of components set forth in the following description or illustrated in the following drawings. The invention is capable of other embodiments and of being practiced or of being carried out in various ways. Also, it is to be understood that the phraseology and terminology used herein is for the purpose of description and should not be regarded as limiting.
Referring to
Referring to
Each guide plate 74 is generally L-shaped and includes a first, mount portion 82 and a second, guide portion 86. The mount portion 82 of the guide plate 74 is coupled to the end truck 50 at apertures 90 (
Each end truck 50 includes a pair of support plates 98 extending radially outwardly and upwardly from the end truck 50. A first end 102 of each support plate 98 is mounted to the end truck 50 by known mounting means, such as welding, and a second end 106 of each support plate 98 is coupled to the support member 34 at apertures 100, as discussed below. In further embodiments, the end trucks 50 with support plates 98 are formed by other fabrication techniques, such as extrusion, molding, or the like. The support plates 98 provide additional support for the support member 34 and help maintain the support member 38 upright relative to the base frame 30. In the illustrated embodiment, each support plate 98 is coupled to the support member 34 by fasteners 114, such as a screw and nut (not shown), although other known fastening means may be used. In a further embodiment, fewer or more support plates 98 are included on each end truck 50. The end trucks 50 and the support plates 98 are formed from steel, although in further embodiments other types of materials may be used.
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The mast 126 of the support member 34 is mounted to the support bar 118 and extends generally perpendicular and upward from the support bar 118. For example, the mast 126 may be mounted to the support bar 118 by welding, although other known mounting means may be used. Other techniques for fabricating the mast 126 and the support bar 118 may be used as well, such as extrusion, molding, or the like. In the illustrated embodiment, the support bar 118 is formed by a generally square tube and the mast 126 is formed by a generally round tube having a first diameter, although in a further embodiment the support bar 118 and the mast 126 may have other shapes and may be formed from solid bars. Referring to
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In the illustrated embodiment, the load arm 146 is formed by four plates 146A-146D. A first plate 146A is coupled to the coupling member 142 and extends substantially perpendicular to the coupling member 142. A second plate 146B is coupled to the first plate 146A and extends substantially perpendicular to a longitudinal axis of the first plate 146A. Third and fourth plates 146C, 146D are located at a coupling end 162 of the load arm 146 and extend outward and in opposite directions from the second plate 146B. The third and fourth plates 146C, 146D are coupled to the first plate 146A and the second plate 146B. It should be readily apparent to those of skill in the art that the load arm may have other configurations including fewer or more plates, a tube, a bar, or the like. Further, that the load arm 146 may be formed by other fabrication techniques, such as, but not limited to, extrusion or molding.
The boom 38 includes the brace plate 150 to help support the load arm 146 relative to the coupling member 142. The brace plate 150 extends radially outwardly and upwardly from the coupling member 142 to the coupling end 162 of the load arm 146 and is coupled to both the coupling member 142 and the load arm 146. In the illustrated embodiment, the brace plate 150 extends from the coupling member 142 at about 45°. It should be readily apparent to those of skill in the art, that in further embodiments other means or plate configurations and shapes may be used to support the load arm 146 relative to the coupling member 142, such as a tube, bar, or the like.
The hoist plate 154 is coupled to a free end 166 of the load arm 146. The hoist plate 154 includes an aperture 170 and the hoist 42 is attached to the hoist plate 154 through the aperture 170. It should be readily apparent to those of skill in the art that other means may be used to attach the hoist 42 to the boom 38 and the hoist 42 may be attached at other positions along the load arm 146. In the illustrated embodiment, the hoist 42 is a chain hoist including a hook 174 and the hook 174 supports the rigging device 46, which is used to secure loads to the hoist 42. In further embodiments, other types of hoists or configurations for lifting may be used, and a rigging device may not used to help raise and lower loads.
In order to complete installation or removal processes, the portable jib 10 is assembled on the girder 14 of the crane bridge (not shown). To assemble the jib 10, each end truck 50 is mounted to the girder such that the guide plates 74 receive the upper portion 22 of the girder 14 and the wheels 70 are positioned to travel along the girder 14. The support bar 18 of the support member 34 is then coupled to the end trucks 50 and extends between the end trucks 50. Each bracket 122 of the support bar 118 is fastened to one of the end trucks 50, as described above. In addition, the support plates 98 extending from the end trucks 50 are fastened to the support bar 118 of the support member 34. Next, the boom 38 is rotatably coupled to the support member 34 by sliding the coupling member 142 over the free end 158 of the support member mast 126. That is, the tube of the coupling member 142 receives the tube of the mast 126 and rests upon the mast 126.
Once the portable jib 10 is assembled on the bridge girder 14, the hoist 42 is attached to the hoist plate 154 of the boom 38. The rigging device 46 is then attached to the hook 174 of the hoist 42. In a further embodiment, the hoist 42 may be permanently coupled to the boom 38. It should be readily apparent to those of skill in the art that the rigging device 46 is not necessary for all applications of the portable jib 10.
In operation, to install a component on the crane, the hoist 42 is lowered until the hoist hook 174 or the rigging device 46 reaches a facility floor, ground or other support surface. A component is attached to the hoist 42 or the rigging device 46, and the hoist 42 is then raised until the component reaches the crane. An operator removes the component from the hoist 42 or the rigging device 46 for installation on the crane. To remove a component on the crane, the hoist 42 is raised until the hoist hook 174 or the rigging device 46 reaches the crane. A component on the crane is removed and attached to the hoist hook 174 or placed on the rigging device 46. The hoist 42 is then lowered until the component reaches the floor of the facility. It should be readily apparent to those of skill in the art that the portable jib 10 may be used for other processes associated with or near the crane beyond installation and removal of components.
The portable jib 10 is configured and adapted to roll along a top of the bridge girder 14 such that the jib 10 is easily positionable where load lifts need to be made and accurately positioned to eliminate inefficiencies associated with personnel handling. Once use of the jib 10 is complete, the jib 10 is dissembled and removed from the bridge girder 14. Therefore, a user may carry the jib 10 on and off a crane, and the crane is portable for use with multiple cranes. In one embodiment, the assembled jib 10 weighs about 360 pounds, with individual components weighing no more than 80 pounds. The jib 10, assembled or disassembled, is light enough such that no lifting equipment is required to place or remove the jib 10 relative to the crane. The jib 10 is easy to carry to and from the crane site, yet has a capacity to handle the heaviest items requiring lifting.
Various features and advantages of the invention are set forth in the following claims.
This application claims priority from U.S. Provisional Patent Application No. 60/688,440, entitled “Movable Girder Mounted Jib”, filed Jun. 8, 2005 by Steven K. Waisanen.
Number | Date | Country | |
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60688440 | Jun 2005 | US |