Multiple pedestal ring for ringer crane

Information

  • Patent Grant
  • 6305560
  • Patent Number
    6,305,560
  • Date Filed
    Monday, February 14, 2000
    24 years ago
  • Date Issued
    Tuesday, October 23, 2001
    23 years ago
  • Inventors
  • Examiners
    • Brahan; Thomas J.
    Agents
    • Keeling Law Firm
Abstract
A system of multiple concentric annular support pedestal rings for providing load and counterweight support for a ring supported crane. The pedestal rings are fabricated from uniform sections of steel, which are mated at preferably triangular shaped ends. A top rail is secured on the ring segments to complete the pedestal ring. At least two rings support the crane through rocker beam assembly structures for powered and idler rollers, providing additional strength and stability to the crane through the distribution of weight forces down through a larger support footprint. Additional stability is also provided by substantially increasing the weight of counterweight that can be utilized. Weight distribution from the boom and mast is enhanced with an inventive boom foot carrier, that distributes the weight of the boom and/or mast through multiple concentric rings. Weight distribution from the counterweight is similarly distributed through the inventive counterweight carrier.
Description




CROSS-REFERENCE TO RELATED APPLICATIONS




Not applicable.




STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT




Not applicable.




BACKGROUND OF THE INVENTION




1. Field of Invention




This invention relates to a system of annular circular pedestal rings for heavy cranes and lifting devices. Specifically, the invention describes a system of multiple concentric pedestal rings to provide increased strength and stability for a ring supported crane.




2. Related Art




For purposes of clarity, it is understood that the term “ring”, unless otherwise specified, is used in this description and specification to refer to ground supported annular pedestal support rings as used in heavy cranes and similar lifting devices. These rings are supported by a plurality of pedestals, which transfer weight loads to the ground.




Ring supported lift cranes have been known in the field of heavy lifting for many years. Many such cranes are modified mobile track crawler cranes, while others are site erected fixed cranes or barge mounted marine heavy lift cranes. All types of ring supported lift cranes are based on the same physical principal of weight transfer of the boom, load, crane upper and lower works and counterweight to the ring footprint.




Typically, the crane upper works and lower works fit within the ring, with the lower works connected to the ring through a roller path for rotation. The upper works typically include the cab, engine, load lifting power transmission and winch drums. Attached to one end of the upper works is a boom foot carrier supporting the pivotally mounted boom and/or mast. At the other end of the upper works is the counterweight carrier. The upper and lower works are concentric with the ring, and rotate with respect to the lower works about a generally vertical swing axis. The weight of the counterweights, boom, mast and load is supported by rollers mounted to the upper works. These rollers are supported by and move over the ring. The ring is supported by a plurality of pedestals, which may be integral and attached to the ring, that transfer the total weight to the ground.




Prior art cranes utilize a single ring. Rings are traditionally constructed in segments, typically eight, to form together into a complete ring by pinned connections.




These segments mate to form one ring diameter to form a curved beam. A rail formed from a relatively thin steel plate cut to the radius of the ring is then placed on top of the ring to form a smooth surface on which the rollers move.




The amount of weight that can be supported by the ring is dependent on the strength of the curved beam, strength of the pedestals and the number and placement of pedestals.




A significant limiting factor is the number and placement of the pedestals. Additional pedestals afford additional means of transferring weight load to the ground, reducing bending moments in the ring. These additional pedestals are limited by spatial constraints below the ring, where a limited amount of room is available. Further, the addition of pedestals does not decrease the direct vertical load force placed on a pedestal by the crane.




Another significant limiting factor of the load capacity of the ring system is the strength of the curved beam. To increase the strength of the beam, a new set of heavier segments must be used. These segments are expensive, difficult to maneuver, and are typically unique to a particular crane design.




It would therefore be a new and useful improvement of the prior art for a pedestal ring system of a heavy crane or lifting device to not be limited in capacity by the strength of its rollers, roller path, ring system and pedestals, but for additional load capacity to be provided by distributing these loads through to multiple concentric rings.




BRIEF SUMMARY OF THE INVENTION




Accordingly, the objectives of this invention are to provide, inter alia, a new and improved pedestal ring system for heavy cranes and lifting devices that:




provides additional load distribution and load spreading capabilities for extra heavy boom foot loads and/or counterweight loads;




uses ring segments that are uniform in size and are lightweight; and/or




uses interchangeable ring segments that can be configured in different ring diameters.




These objectives are addressed by the structure and use of the inventive pedestal rings system. Specifically, a system of multiple concentric pedestal rings provides support of the crane and its load by distributing the weight of the crane, its counterweight and load down through at least two concentric rings supported by a plurality of pedestals. This arrangement provides a large footprint to resist crane tipping, and provides improved distribution and weight transfer through the footprint.




Other objects of the invention will become apparent from time to time throughout the specification hereinafter disclosed.











BRIEF DESCRIPTION OF THE DRAWINGS





FIG. 1

depicts a prior art single ring crane.





FIG. 2

depicts a close view of the base of a prior art ring crane.





FIG. 3

depicts prior art rings using 24 and 36 pedestals.





FIG. 4

depicts the inventive multiple rings.





FIG. 5

depicts the inventive multiple rings with a crane.





FIG. 6

depicts the rocker beam assembly used as a preferred means of rotatable support in the inventive system.





FIG. 7

depicts the inventive ring segment, and use in single and multiple concentric ring configurations.











DETAILED DESCRIPTION OF THE INVENTION




The present invention is described as multiple ring and crane assembly


10


, which includes concentric multiple pedestal rings


15


and multiple ring crane means of rotatable support


189


.





FIG. 1

depicts prior art crane


60


having upper works


61


rotatably mounted on pedestal ring


15


. As shown in greater detail in

FIG. 2

, upper works


65


includes counterweight carrier


80


and boom foot carrier


65


located at opposing ends of upper works


65


. Counterweight carrier


80


supports counterweight


85


, which provides counterbalance to the uplift forces generated by mast


75


. Boom foot carrier


65


supports mast


75


, boom


70


and the forces imposed on mast


75


and boom


70


by the suspended load (not shown).




Upper works


61


and pedestal ring


15


are connected such that upper works


61


rotates around pedestal ring


15


when means for rotation


63


are engaged. Upper works


61


further includes means for rotatable support


89


, which includes powered rollers


90


and typically idler rollers


95


. Means for rotatable support


89


are mounted to upper works


61


, providing additional load support (in addition to crawler tracks, where utilized) to distribute downward forces of crane


60


and its load across a wider footprint that is offered by single pedestal ring


15


and its support pedestals


35


. This load distribution is directed through powered rollers


90


and idler rollers


95


resting on single pedestal ring


15


.




Traditionally, single pedestal ring


15


as used in the prior art is constructed using (typically) eight segments of curved beams that mate together to form one ring diameter. Top rail


40


is mounted (either fixed or removable) on top of the segments of curved beams to form a smooth top surface and rail for guiding the rollers. Upper works


61


include means for rotation


63


, typically powered rollers


90


driven on top of top rail


40


.




To provide additional support and load distribution down to the ground footprint, powered rollers


90


and idler rollers


95


roll along single pedestal ring


15


. Power is provided to powered rollers


90


typically by hydraulic motors dedicated to each powered roller.




When additional ground surface area and pedestal support was required in the prior art, additional pedestals were provided below the single pedestal ring


15


, as depicted in FIG.


3


. Moderate pedestal ring


24


is upgraded to heavy pedestal ring


36


by simply placing more pedestals supporting pedestal ring


15


. While this provides additional total support, it provides only minimal additional weight distribution away from a particular support pedestal


35


. Further, the addition of support pedestals


35


is limited by the physical space under pedestal ring


15


. In addition, the total capacity of boom foot carrier


65


and pedestal ring


15


is limited in the prior art due to the limitations of the strength of single pedestal ring


15


and boom foot carrier


65


.




The inventive multiple ring and crane assembly


10


utilizes beam load distribution through double ring boom foot carrier


165


, as depicted in FIG.


5


through to the multiple concentric pedestal rings, outer pedestal ring


21


and inner pedestal ring


20


, providing much higher crane capacity than found in prior art ringer cranes. As depicted in

FIG. 4

, at least two concentric pedestal rings


15


provide support to multiple ring crane


160


depicted in FIG.


5


. The roller assembly comprising means of rotatable support


89


roll across the outer pedestal ring


21


, and the subsequent inner roller assembly(s) comprising inner rotatable supports


89


rolls across the subsequent inner pedestal rings


20


. This further distributes the weight of crane


60


by the beam distribution effect of distributing the load across outer pedestal ring


21


and inner pedestal ring(s)


20


via the beam effect of the structure of upper works


61


. Thus the outer roller assembly rolls across outer pedestal ring


21


, while each subsequent inner ring assembly rolls across its own inner pedestal ring


20


.




While the preferred embodiment uses two concentric pedestal rings


15


, alternatively more than two rings can be used in the inventive system. Multiple ring crane upper works


161


is positioned on top of inner pedestal ring


20


, similar to the prior art as described above. When the lift conditions require additional capacities in excess of the strength capabilities of the single ring crane, outer pedestal ring


21


is assembled around inner pedestal ring


20


. Double ring boom foot carrier


165


and double ring counterweight carrier


180


are mounted on top of outer pedestal ring


21


and multiple ring crane upper works


161


. Boom


70


, mast


75


and counterweight


85


are then assembled on top of double ring boom foot carrier


165


and double ring counterweight carrier


180


, respectively. The downward load force exerted by multiple ring crane


160


and its suspended load is directed through boom


70


and mast


75


, and is distributed through double ring boom foot carrier


165


to outer pedestal ring


21


and inner pedestal ring


20


and then down through their support pedestals


35


to the support (ground if on land; deck if marine) footprint. A similar load distribution is utilized for counterweight


85


. This allows significant additional counterweight to be utilized by crane


60


to further increase stability against tipping. Double ring counterweight carrier


180


is capable of rotating around inner pedestal ring


20


and outer ring


21


with the full load of counterweight


85


distributed through inner pedestal ring


20


and outer pedestal ring


21


. Thus, if there is no suspended load on the hook, inner pedestal ring


20


and outer pedestal ring


21


support all of the force of counterweight


85


, and multiple ring crane upper works


161


is capable of rotating with counterweight


85


. As additional load is placed on the hook, up to the maximum capacity of crane


60


, counterweight


85


reactions to the rings are diminished. By distributing the load over inner pedestal ring


20


and outer pedestal ring


21


and their support pedestals


35


, the load is transmitted to the supporting base (ground or marine deck) over a larger footprint, providing greater support and stability to crane


60


.




Multiple ring and crane assembly


10


provides rotational forces via powered rollers


90


rolling across inner pedestal ring


20


as well as the outer pedestal ring


21


.





FIG. 6

depicts the preferred embodiment of the support structure for both powered rollers


90


and idler rollers


95


. Multiple ring crane upper works


161


connects to its first rocker beam


97


for inner ring


20


, and double ring boom foot carrier


165


connects to its first rocker beam


97


for outer ring


21


. These forces are distributed across first rocker beam


97


, down through subsequent rocker beams


98


, through the rollers (powered rollers


90


and idler rollers


95


), through inner pedestal ring


20


and outer pedestal ring


21


, through support pedestals


35


and down to the stable supporting surface (ground, marine deck, or similar structure). Rocker beam assembly


99


includes multiple pinning connections that allow for articulation of rocker beams


96


to provide oscillation where required to ensure that loads are distributed evenly even where there is some differential deflection between inner pedestal ring


20


and outer pedestal ring


24


or relative rotation between these rings. While rocker beam assembly


99


is shown in the preferred embodiment in

FIG. 6

with first rocker beam


97


and two levels of subsequent rocker beams


98


, alternative embodiments can use more than two levels of subsequent rocker beams


98


to distribute larger forces. Alternatively, hydraulic means may be utilized to distribute the loads.





FIG. 7

depicts the method of constructing inner pedestal ring


20


and outer pedestal ring


21


. In the prior art, ring segments were specifically sized and shaped to form a specific diameter pedestal ring


15


with pre-engineered strength. The inventive pedestal ring


15


uses uniform sized ring segments


55


to describe any diameter compatible with the diameter of a top rail


40


, which is superposed on top of the ring segments


55


. Ring segment


55


is constructed preferably of heavy gauge I-beams. These I-beams are not curved, as in prior art, but mate together by triangular end shapes that roughly match together. The continuous faces of the ends of ring segments


55


are pinned together to form a single ring, which is further supported laterally by top rail


40


. Alternatively, ring segments


55


are fabricated as in the prior art, such that each required diameter is preformed for inner pedestal ring


20


and outer pedestal ring


21


. Top rail


40


may be an integral part of the ring segments


55


or may be removable, depending on the application.




The foregoing disclosure and description of the invention is illustrative and explanatory thereof. Various changes in the details of the illustrated construction may be made within the scope of the appended claims without departing from the spirit of the invention. The present invention should only be limited by the following claims and their legal equivalents.



Claims
  • 1. A multiple outer ring assembly for supporting a crane load and counterweight, said multiple outer ring assembly comprising:a first outer ring and at least one second outer ring; said first outer ring and each said at least one second outer ring comprising a plurality of ring segments, a top rail and a plurality of support pedestals; said first outer ring and each said at least one second outer ring having different diameters; said first outer ring and each said at least one second outer ring being separate and noncontiguous; said first outer ring and each said at least one second outer ring being concentric; said plurality of ring segments being connected to form a ring diameter corresponding to a diameter of each different said top rail; said plurality of support pedestals positioned on a stable surface and supporting said plurality of ring segments; said ring segments being of uniform and standard size and shape and interchangeable between said first outer ring and each said at least one second outer ring; and means for transferring a vertical load across both said first outer ring and said at least one second outer ring.
  • 2. The multiple outer ring assembly as in claim 1, further comprising:each of said plurality of ring segments having a first end and a second end; and said ring segment first end and said ring segment second end each having a chamfered shape.
  • 3. The multiple outer ring assembly as in claim 1, further comprising:each of said plurality of ring segments having straight longitudinal sides.
  • 4. A multiple outer rings and crane assembly for increasing a crane's lifting capacity comprising:said multiple outer rings comprising a first outer ring and at least one second outer ring; said first outer ring and each said at least one second outer ring comprising a plurality of ring segments, a top rail and a plurality of support pedestals; said first outer ring and each said at least one second outer ring having different diameters; said first outer ring and each said at least one second outer ring being separate and noncontiguous; said plurality of ring segments being connected to form a ring diameter corresponding to a diameter of each different said top rail; said plurality of support pedestals positioned on a stable surface and supporting said plurality of ring segments; said ring segments being of uniform size and shape for said first outer ring and each said at least one second outer ring; means for transferring a vertical load across both said first outer ring and said at least one second outer ring; said crane comprising an upper works rotatably mounted on said multiple outer rings; i) said upper works comprising a load lifting means and a means of rotatable support; said means of rotatable support including an inner roller assembly and at least one outer roller assembly; and ii) said upper works comprising a means of rotation.
  • 5. The multiple outer rings and crane assembly as in claim 4, further comprising:said upper works further comprising a boom foot carrier and a counterweight carrier oriented on opposite ends of said upper works; said boom foot carrier supporting a pivotally mounted boom; and said counterweight carrier supporting a counterweight.
  • 6. The multiple outer rings and crane assembly as in claim 4, further comprising:said means of rotatable support comprising at least one powered roller and at least one idler roller.
  • 7. The multiple outer rings and crane assembly as in claim 4, further comprising:said means of rotatable support comprising a rocker beam connecting said lower works and a plurality of first rocker beams; each of said first plurality of rocker beams being connected to a plurality of second rocker beams; each of said plurality of second rocker beams being connected to a plurality of third rocker beams; each of said plurality of third rocker beams being connected to at least two rollers.
  • 8. The multiple outer rings and crane assembly as in claim 7, said at least two rollers comprising at least one idler roller and at least one powered roller.
  • 9. A method of increasing the strength and stability of a ring supported crane, comprising:providing multiple concentric non-contiguous outer support rings; assembling said multiple outer support rings from a plurality of uniform and standard sized and shaped ring segments; transferring a vertical load from boom and mast reactions and from counterweight loads across both said first outer ring and said at least one second outer ring; using uniform and standard sized and shaped said plurality of ring segments having straight longitudinal sides; each of said plurality of ring segments having a first end and a second end; and said ring segment first end and said ring segment second end each having a chamfered shape.
US Referenced Citations (19)
Number Name Date Kind
968813 Taylor Aug 1910
1128151 King et al. Feb 1915
2139960 Kauffman Dec 1938
2513726 Huston Jul 1950
3955684 Novotny May 1976
4000784 Morrow et al. Jan 1977
4053060 Wilson Oct 1977
4196816 Dvorsky et al. Apr 1980
4316548 Helm et al. Feb 1982
4336889 McGrew Jun 1982
4358021 Helm et al. Nov 1982
4381060 Morrow et al. Apr 1983
4382519 Beduhn et al. May 1983
4387814 Beduhn et al. Jun 1983
4402414 Nitto Sep 1983
4483448 Wittman et al. Nov 1984
4579234 Delago et al. Apr 1986
5522515 Pech et al. Jun 1996
5941401 Petzold et al. Aug 1999
Foreign Referenced Citations (1)
Number Date Country
1781161 Dec 1992 SU