FLOATABLE CONCRETE PALLET FOR LIFTING AND BEARING HEAVY LOADS

Abstract: The object of the invention is to avoid the shipyards and costly and complicated special construction techniques in constructing a floatable pallet and to utilize the pallet in the construction and transportation of an industrial plant from a location where building such a plant is favorable to the installation location of the plant where local conditions are unfavorable. The pallet having a precast, prestressed concrete grillage superstructure including layers of elongate elements (20, 22, 24), each successively higher layer being transverse to the layer below it for heavy load bearing objects such as an industrial processing plant. The elongate elements (20, 22, 24) are not only useful in providing the load-bearing points, but are useful in providing long channels between the elements which are useful as manways and for carrying pipe, conduits and the like that are associated with an industrial processing plant the heavy load typically lifted and carried by such a pallet. The intersection points or junctions of the elements (20, 22, 24) from layer to layer are load bearing points for distributing in radiating fashion the load placed on the top deck slab (12) of the pallet. The individual elements (20, 22, 24) being joined together by anchors and seats which are conventional in prestressed concrete structures.

Description: FLOATABLE CONCRETE PALLET FOR LIFTING AND BEARING HEAVY LOADS TECHNICAL FIELD: This invention relates to a combination load-bearing foundation for industrial plants and the like that is also useful as a floatable pallet capable of being supported by a submersible vessel located therebeneath to transport both the pallet and industrial plant -or the like and the method of constructing such a pallet .of precast, prestressed elements using conventioiial techniques used in prestressed concrete structures, and thereby avoiding shipyards and costly and complicated special construction techniques.- BACKGROUND ART: It has been recognized that it is difficult to con¬ struct certain chemical processing plants in some locations because of the difficulty with local conditions. These conditions can be many, but among conditions that cause great difficulty are local unavailability or shortages of materials and equipment from which to make the plant and the unavailability or scarcity of skilled labor with which to carry out the construction. Such conditions do not only exist in under-developed countries, but may occur in areas of developed countries, because of specific local unfavor¬ able conditions. "BU EAU OMPI .fy WIIPPOO . -ύ- Hence, it has been recognized that there are definite potential advantages in the construction and transport of such plants from a location where building such a plant is favorable to the installation location of the plant where the local conditions are unfavorable- One such attempt is described in U.S. Patent 3,262,41 Kaltenecker. This patent describes a so-called portable process plant including a base which is a barge, the super structure of which is independently oceanworthy against al of the strains and stresses encountered by a barge being towed at sea. The barge hull is constructed of reinforced concrete having numerous longitudinal and transverse walls defining compartments. These walls run throughout the breadth and length of the hull and are stated to be essen¬ tial for ridigity and strength. Other structure is added to further increase its seaworthiness. Other examples of floating barge construction, some of which suggest their suitability for carrying all or part of an industrial ' plant, include U.S. Patent 2,605,733, Smith; U.S. Patent 3,691,974, Seiford, et al. ; and U.S. Patent 4,041,721, Kniel. Smith shows a structure of making a unitary barge by clamping together sections of a special design; Seiford, et al., shows another sectional constructed barge joined together by special junction assemblies; and Kniel shows a compartmentalized hull particularly suited for installation of a natural gas liquification plant. The following U.S. patents show modular construction for barges, dry docks, boat piers, marinas and the like: 3,665,882, Georgier, et al. ; 3,221,696, Gardner; 3,779,192, Gonzalez; 3,983,830, Morgan; 4,067,285, Jones et al. , and 2,728,319, Engstrand. Georgier, et al., shows a polyhedra modular structure; Gardner shows special universal mechan¬ ical couplings for adjacent sections; Gonzalez shows a modular structure, the outside material thereof being specially designed; Morgan shows the method of assembling a modular barge using tensioning cables serially threaded therethrough; Jones, et al. , shows a hexagonal structure comprising triangular modules; and Engstrand shows sections particularly suitable for a dry dock, which are assembled in such a way to resist the bending moment of the dock. The following U.S. patents show multiple barges or floating seaworthy vessels being joined together to function together to support a large load: 3,765,359, Takezawa, et al.; 3,.962,981, O'Kon, et al.; and 3,785,314, Scanlan. One inventor who has been fairly prolific in designing unitary marine structures suitable for support and transport of a large load, such as an industrial pro¬ cess plant, is Alfred A. Yee, who is the inventor named in U.S. Patents 3,324,814; 3,833,035 and 4,011,826. Patent '814 shows a main framework having a plurality of longi¬ tudinally spaced and transversely extending upright open frame-like steel or reinforced concrete rib sections. The other two Yee patents show structures which show the use of honeycomb or vertically extending components, either tangentially joined together or joined together by inter¬ connecting ribs. In spite of all the efforts expended by Yee and others to construct a suitable floatable plant-carrying vessel, the primary emphasis has been on making such a vessel inde¬ pendently seaworth (i.e., a self-contained barge), of modular construction either of components to make a barge or of barge components to make a multi-barge vessel, or has been an attempt to develop a superstructure that would be desirably lightweight and capable of bearing a large load. No special attention has been made for providing a structure having fanned out support points and also having numerous long uninterrupted horizontal channels. Therefore, it is a feature of the present invention to provide an improved floatable pallet for an industrial plant or other large load, comprising precast, pre¬ stressed grillage elements arranged in such a way to provide radiating load-bearing, descending through the pallet. It is another feature of the present invention to provide such an improved floatable pallet having elongate channels therethrough for carrying pipes, conduits and th like needed for connecting together the operating parts o the supported plant. It is still another feature of the present invention to provide such an improved floatable pallet having grillage elements which are capable of simple fabrication and assembly using techniques well-known in forming prestressed concrete structures, so that the entire palle can be made without the need for a shipyard or other spe¬ cial construction site. It is yet another feature of the present invention t provide such an improved floatable pallet fully capable o being borne by a seaworthy vessel or vessels, but itself not having to meet the requirements of having to be independently oceanworthy, and further fully capable of being the support base for the finally installed plant. SUMMARY OF THE INVENTION The embodiments of the present invention disclosed herein are of a floatable concrete pallet. The pallet, having a top and bottom deck slab and side and end bulk¬ heads all around, may internally include multiple large vertical compartments separated from each other by intern bulkheads. Each pallet has internally alternate layers o rows of precase, prestressed concrete elements. These elements run the entire distance from vertical bulkhead t vertical bulkhead in pallets having multiple compartments or from side to side or end to end bulkheads for a one- compartment pallet. The individual elements of the secon layer are supported by and cross, usually at 90 , the elements of the bottom layer and so forth, the supporting junctions being -'seats". Hence, a load at the top is bor in radiating fashion through the supporting structure. OMPI - The elements of a layer provide long channels, and since there are large spaces between the seats from layer to layer, the running of pipe or conduits is possible within the pallet. The method of making such a pallet involves step-by step procedures for making and.,joining precast, pre¬ stressed concrete elements which individually are well known, but together result in a simplified construction of the remarkable final floatable pallet. BRIEF DESCRIPTION OF THE DRAWINGS So that the manner in which the above-recited features, advantages and objects of the invention, as well as others which will become apparent, are attained and can be understood in detail, more particular description of the invention briefly summarized above may be had by refer¬ ence to the embodiments thereof which are illustrated in the drawings, which drawings form a part of this specifi¬ cation. It is to be noted, however, that the appended drawings illustrate only typical embodiments of the inven¬ tion and are therefore not to be considered limiting of its scope, for the invention may admit to other equally effec¬ tive embodiments. In the Drawings: Fig. 1 shows an oblique pictorial view of a pallet in accordance with the present invention onto which can be installed a large industrial process plant or similar heavy load. Fig. 2 is a cross-sectional view of the pallet illus¬ trated in Fig. 1 taken at section 2-2. Fig. 3 is a cross-sectional view of the pallet illus¬ trated in Figs. 1 and 2 taken at section 3-3 in Fig. 2. Fig. 4 is a partial cross-sectional view of the pallet illustrated in Figs. 1 and 2 taken at section 4-4 in Fig. 2. Fig. 5 is a cross-sectional view of the pallet illustrated in Figs. 1 and 2 taken at section 5-5 in Fig. 2. Fig. 6 is a partial oblique pictorial view of a grillage element in accordance with a preferred embodimen of the present invention. Fig. 7 is an oblique pictorial view of a row of the grillage elements shown in Fig. 6 installed as the first layer of the grillage assembly in conjunction with the bottom, deck slab in..an embodiment of the present inventio Fig. 8 is an oblique pictorial view of a row of grillage elements installed as a second layer of the gril age assembly in the growing embodiment of the present invention shown in Fig. 7. Fig. 9 is an oblique pictorial view in partial cutaway of the completed grillage assembly and including side bulkheads and top deck slab in the embodiments of th present invention also shown in Figs. 7 and 8. DESCRIPTION OF PREFERRED EMBODIMENTS As noted above, the known prior art most closely related to the present invention has focused on the conce of installing or pre-installing an industrial plant, such as a chemical or petrochemical process plant, on a self- contained oceanworthy vessel or barge, either independent powered or equipped for towing by another vessel. Such a vessel is in essence a full ship having to satisfy all of the legal maritime requirements of such vessels. In spit of the advantages recognized in being able to pre-install such a plant in a convenient location, the expensive and cumbersome requirements of needing a shipyard and out¬ fitting the vessel to be a legal maritime vessel has resulted in only token application of the concept. The pallet structure described hereinafter is not su a vessel and has the fundamental advantages attendant to O PI Λ. WIPO pre-installing a large industrial plant in a convenient location without the disadvantages outlined above. The pallet, which is sealed to be watertight for floatation purposes with the loaded plant thereon, can be constructed most conveniently in a low, but dry land area, near the water. Once completed, the low area can be flooded to raise the pallet and plant as a unit and for moving the entire assembly a short distance to deeper water for sea conveyance loading. At this location one or more sub¬ mersible barges are positioned underneath the pallet. The entire unit of barge or barges, pallet and plant can now be transported to the location of final installation. At the installation site, the submersible barge or barges are removed, the land is prepared for acceptance of the pallet and plant. The pallet and plant is beached or otherwise positioned into its final installation location. If desired, the pallet can even remain floating in a protected water location. Even relatively sandy or swampy locations are suited as the final resting place since the pallet serves as a slab foundation for the plant and slab foundations are well known to be well-suited foundations for difficult con¬ ditions of soil mechanics. Now referring to the drawings, and first to Fig. 1, a floatable pallet having the capacity to lift heavy loads is illustrated. As more fully explained hereinafter, the pallet preferably comprises a plurality of precast, pre¬ stressed elements in a unique arrangement to provide superior characteristics never before obtainable by prior art structures. In addition, the construction provides fabrication in a manner which is less complex, does not require specialized fabrication techniques or parts, and permits dependable assembly, all of which is attendantly more efficient than for prior art structures. The pallet of the present invention is of substantial size to be capable of bearing an industrial processing plant O PI • r-. WIPO > hile the particular plant or subcomponents to be placed on the pallet will be a determining factor to the size of the pallet, the pallet may typically be 20 to 80 meters wide, 20 to 200 meters long and 4 to 15 meters deep. The pallet is a water tight concrete structure which is capab of lifting and floating huge loads. The width and length for a particular pallet are selected to provide the neces sary area for the arrangement of the load. The depth is then selected by estimating the combined weight of the pallet with the load and calculating the displacement in water and then adding to that dimension a sufficient additional length so as to have a free board (height abov water) of approximately.1 or more meters. As a specific example of a pallet of the present in tion, the pallet as described and illustrated by the drawings more fully hereinafter, comprises concrete grillage elements running lengthwise. Each element preferably has an edge approximately 30 centimeters wide, a vertical .dimension when resting on its edge or approx¬ imately 1.5 " meters, and a length of approximately 20 mete Such an element of precast, prestressed concrete having these dimensions weighs about 1150 kilograms per running meter, or a total weight in excess of 23 metric tons. Fo a pallet particularly suited for carrying a complete industrial processing plant, such as an ammonia plant, th pallet will measure approximately 140 meters long by 40 meters wide, and 4.5 meters deep. A pallet constructed with regular concrete with these dimensions displaces about 2 meters of ocean water. A typical plant weighing 5,600 metric tons will cause an additional 1 meter of dis placement, for an overall floating free board of over 1.5 meters, with the nominal dimensions given above. Now referring to Figs. 2-5, the overallconstruction of the pallet becomes apparant. Fig. 2 is a cross-sectio view taken at line 2-2 shown in Fig. 1. .This section, therefore, is a right-angle cross-sectional view illus¬ trating a bottom deck slab 10, a parallel top deck slab 1 connected together by side bulkheads 14 and 16, each being of the same upright dimensions, thereby spacing the top and bottom deck slabs uniformly from each other along the entire section. These side bulkheads are at right angle to the top and bottom deck slabs. In similar fashion, the end of the pallet are closed by additional end bulkheads 15 and 17, also at right angles to the top and bottom deck slabs, as shown in Figs. 3, 4 and 5. Also shown in Fig. 2 is an internal bulkhead 18, secured to top deck slab 12 and bottom deck slab 10, which is spaced intermediate the side bulkheads 14 and 16 and is preferably parallel to them. The internal, grillage system between the bulkheads comprise three layers 20, 22 and 24 of precast, prestressed * elements, one stacked on top of the next and at successive right transverse angles. The cross-sectional views taken at sections 3-3, 4-4 and 5-5 show that each of the three layers are divided into four quadrants. As may be best seen in Figs. 3, 4 and 5, an internal bulkhead 30 is secured to bottom deck slab 10 and top deck slab 12 at a position intermediate end bulkheads 15 and 17 and preferably parallel to them. The ends of internal bulkhead 30 are secured to bulkheads 16 and 18. In like manner, internal bulkhead 32 is secured to bottom deck slab 10 and top deck slab 12 at a position intermediate end bulk¬ heads 15 and.17 and preferably parallel to them. The ends of internal bulkhead 32 are secured to bulkheads 14 and 18. Hence, there is a first quadrant I or compartment defined by side bulkhead 16, internal bulkhead 30, internal bulkhead 18 and end bulkhead 17; a second quadrant II defined by side bulkhead 16, end bulkhead 15, internal bulkhead 18 and internal bulkhead 30; a third quadrant III defined by inter¬ nal bulkhead 32, internal bulkhead 18, end bulkhead 15 and side bulkhead 14; and a fourth quadrant IV defined by end bulkhead 17, internal bulkhead 18, internal bulkhead 32 and side bulkhead 14. Fig. 3 shows that lowest layer 20 of the pallet is divided into four substantially identical quadrants. The right-hand quadrants I and II each comprise a plurality of substantially identical parallel elements 26 at right angles to bulkheads 16 and 18 having ends respectively attached thereto. In like manner, the left-hand quad¬ rants III and IV each comprise a plurality of substantiall identical parallel elements 28 at right angles to bulk¬ heads 18 and 14 having ends respectively attached thereto. Fig. 4 shows only the intermediate layer 22 of the pallet which is divided into four substantially identical quadrants. The top two quadrants I and IV each comprise a plurality of substantially identical parallel elements 34 at right angles to bulkheads 17, 30 and 32, having ends respectively attached thereto. In like manner, the bottom two quadrants II and III each comprise a plurality of substantially identical parallel elements 36 at right angles to bulkheads 30, 32 and 15 having ends respectively attached thereto. Fig. 5 shows that top layer 24 of the pallet is divided into four substantially identical quadrants. The right-hand quadrants I and II each comprise a plurality of substantially identical parallel elements 38 at right angles to bulkheads 16 and 18 having ends respectively attached thereto. In like manner, the left-hand quad¬ rants III and IV each comprise a plurality of substantiall identical parallel elements 40 at right angles to bulk¬ heads 18 and 14 having ends respectively attached thereto. Assuming the same number of elements in layer 20 and 24 and the same spacing, the elements in layer 20 and 24 are in registry with each other. Now referring to Figs. 6-9, the sequence of con¬ structing a simplified pallet is shown.- The pallet is simplified in that what is shown is a pallet not divided by internal bulkheads, as described with respect to the pallet illustrated in Figs. 2-5, but is in essence the method of making a single compartment of a pallet whether the pallet has only one compartment or any number of compartments. The method of making the pallet is illustrated by reference to a single compartment (quadrant I); however, it should be understood that when multiple compartment pallets are made, the steps may apply to more than the single compartment, as will be illus¬ trated in more detail hereinafter. The internal grillage system, illustrated by layers 20, 22 and 24, is made up of individual elements made of precast, prestressed concrete. The dimensions of the elements and the pallet as a whole are predetermined so that the elements can be formed with uniform dimensions and the junction where the individual elements cross are at uniformly spaces intervals. The individual elements 26 for the lower or bottom layer 20 and individual elements 38 .for the top layer 24 may be constructed in the same manner. The individual elements 26 have a plurality of steel anchors 42 which extend from and are spaced along the two ends of the element 26. Further, a plurality of steel anchors 44 extend from and are spaced along one elongate edge of element 26. A plurality of steel seats.46 are cast into locations spaced along the opposite elongate edge of element 26 from the steel anchors 44 for the predetermined junctions between crossing elements. Anchors 42 and 44, as well as other anchors referred to, may be steel bars which extend from the elements and ' are bent in the form of an "L". Individual elements 34 for intermediate layer 22 are also made to predetermined dimensions of precast, prestressed concrete. A plurality of steel anchors (not shown) extend from and are spaced.along each of the two ends of element 34. A plurality of steel seats 52 and 54 are cast into locations spaced along the opposite elongate edges of individual elements 34, there being a seat for each junction with each element of lower layer 22 and. top layer 24. Before work is started on the pallet, all necessary preparations of the site for making a stable and uniform pallet are accomplished. The site where this is done is in "BURE-f^ OMPI WIp o an area such that the pallet may be easily floated when th construction is completed. Site preparation includes ground leveling and preparation of a suitable and large enough surface for constructing the pallet, which surface may be a concrete foundation. To begin making the pallet, elements 26 are positio as shown in Fig. 7 so that the elements are each upright on edge, anchors 44 being down and seats 46 being on top. The elements are raised and are supported such that a bottom deck slab 10 may be poured under the elements 26 so as to secure each of the elements 26 to the slab 10, havi the anchors 44 secured therein. Post-tension rods are positioned throught the slab. Furthermore, projecting from two side edges of bottom slab 10 are anchors 48. A short distance from each of the two ends of slab 10 are anchors 50 extending upwardly, these rows of anchors being parallel to the respective nearby edges and are subsequent useful in the attachment of slab 10 to the * end bulkheads. Individual elements 34 which make up the intermediat layer 22 as shown in Fig. 8 are then placed in position at a 90° angle to elements 26 so that steel seats 52 are in contact with steel seats 46 of the plurality of elements 26. The seats may be of various types well-known in the art and are welded or otherwise secured together. After positioning elements 34, elements 38, which make up the to layer 24 as shown in Fig. 9, are then placed in a positio at a 90° angle to elements 34 so that steel seats 56, positioned on the bottom edge of elements 38, are in con¬ tact with steel seats 54 of elements 34. These contiguous seats are then welded or otherwise secured. Extending fro the top of elements 38 are steel anchors 57 (not shown) which will extend into and be secured to top bulkhead 12. This provides the grillage system for the pallet of the present invention. End bulkheads 15 and 17 are then poured so as to encompass anchors 50 extending upwardly from bottom slab as well as the anchors projecting from the ends of elements 34. Extending through end bulkheads 15 and 17 are post- tension rods for tensioning. At the ends of bulkheads 15 and 17 are anchors (not shown) for securing end bulk¬ heads 15 and 17 to the side bulkheads. Side bulkheads 14 and 16 are next poured so as to encompass and secure the anchors extending from elements 26 and 38 and the anchors extending from the side of end bulkheads 15 and 17. Means for post-tensioning the side bulkheads 14 and 16 are included. The top edges of these side bulkheads have anchors 59 projecting therefrom for securing the side bulkheads to the top bulkhead. The pouring of the top bulkhead may be accomplished using several, known techniques. Scaffolding or other supporting structure may support inverted pans or other support for the pouring of the top slab. One technique is to extend precast, prestTessed roofing slabs between elements 38. The supports for the slabs may be means connected to the elements or the elements may have re¬ cesses 60 on which the individual slabs may rest. The use of the slabs enables the top slab to be fully contiguous or the top slab 12 may have openings provided for either access to the internal portions of the pallet, piping, etc. Finally, top bulkhead 12 is poured over the roofing plates so as to encompass and secure top anchors projecting up¬ wardly of edges bulkhead 15 and 17 and from the edges of side bulkhead 14 and 16, as well as from the top edge of elements 38 of layer 24 of the grillage system. Post- tension rods are positioned throught the slab for tensioning top bulkhead 12. It may be seen that within the bulkheads, in the respective layers, there are a plurality of uninterrupted channels between the grillage elements running in a direction parallel to the elements. This means that these channels exist crossways in the bottom * and top layers and longways in the intermediate layer. The advantage of this Λ&■>._. wipo is immediately evident when the pallet is used to support an industrial plant having a need for channels running lon distances to carry pipe, electrical conduits and the like The channels being open between the individual elements permits pipe, conduit or the like to be installed within the intervals of the pallet. Furthermore, since the edge to-edge dimension of the upright elements is 1.5 meters, these channels can serve as manways. Further, the channe can be used for water to accommodate ballasting of the pallet when lifting the load or when placing the pallet o a barge for transport. Likewise, feed materials, product or other substances may be stored in the channel and/or compartments. The advantage of using such a pallet- to support an industrial plant is.that the plant can be fabricated in a location where materials foτ the plant are available, and labor is perhaps more highly skilled and available, and t plant can be assembled and made ready for operation in it entirety. The pallet is then used, not only as the suppo for the plant during transport, but also for a permanent support once the plant reaches its destination. That is, the pallet can be beached or anchored either in a wet doc or dry-dock installation and, with relatively little effo can be left in place as a completed operational unit. Al a pallet of the construction set forth above has the further advantage of being transportable again, should th need arise. For example, the raw materials on which the plant operates may become depleted, making it sensible to move the plant to a new location. The pallet by itself, course, is not a barge. Since it is not a self-propellin transport, the expensive maritime requirements for such transports do not have to be met. The advantage of a con crete structure is that it substantially eliminates corro¬ sion problems when compared to steel. The pallets that are described above include a pall having no internal bulkheads and one with internal bulkhe which divide the internal configuration into four quadrants. Also, only a pallet having three layers is described. Obviously, pallets having a different division than a four- quadrant compartment division and/or a different number of grillage element layers is a matter of choice or selection well within the scope of the present invention The local deck area of a pallet as described may readily support a load which exerts 15 metric tons per square meter. However, if there is to be a concentrated load, then the making of the pallet provides sufficient flexibility for local reinforcing. For example, additional special elements may be positioned in the top layer 24 for supporting a particular heavy load. The grillage system of the present invention has the advantage that a con¬ centrated load has its weight distributed through the seat contacts of the elongated elements in a spreading or " radiating fashion from layer to layer and in all directions. It is estimated, with the curing times required for concrete and the need for ensuring proper pre-stressing and/or post-tensioning of the elements, a pallet can be readily constructed within 6 months. This is sufficient time in the many places of the world where the materials and labor are available for building the typical industrial plant to be built thereon (e.g., ammonia plant, methanol plant, ethylene plant, LNG plant or part thereof) where major equipment for such plants require 12 to 24 month deliveries. Note further, that a sophisticated shipyard is not required for a pallet constructed in the manner described above, such as would be required even for a large barge having to meet maritime standards. While particular embodiments of the invention have been shown and described, it will be understood that the invention is not limited thereto since many modifications may be made and will become apparent to those skilled in the art. For example, the transverse angle relationship of the elements from layer to layer does not have to be 90 degrees. Furthermore, some or all of the elements defining the channels can be oblique to the bulkheads, if desired. OMP fr. WIP

Claims: CLAIMS : 1. A floatable concrete pallet for supporting a large load comprising a concrete top and bottom deck slab, side and end bulk¬ heads secured to said top and bottom deck slab, each side and end bulkhead made of concrete " and secured to produce a water tight concrete structure, and an internal grillage assembly within said concrete structure comprising multiple layers of parallel elongated pre-stressed concrete elements, the elements of the lower layer secured to said bottom deck slab and the elements of the top layer secured to the top deck slab, the elements of each successive layer from bottom to top being aligned crossways with respect to the elements of the adjacent layer, the contact areas forming load-bearing seats such that a load applied to an element of the top layer of elements is borne through the seats of the elements in successively descending layers in radiating fashion. 2. A floatable pallet for lifting heavy loads, comprising a top deck, a bottom deck, side and end bulkheads water-tightly attached to said top and bottom decks of substantially uniform verti¬ cal dimensions connected to each of said top and bottom decks so as to evenly space said top deck from said bottom deck, and a grillage system between said top deck and said bottom deck including a first plurality of elongated parallel and up¬ right elements spaced apart from each other, the elongated dimensions thereof being adjacent and secured to said bottom deck, and a second plurality of elongated parallel and up¬ right elements spaced apart from each other, said second plurality of elements being at transverse angle to said first plurality of elements, and stacked on said first plurali of elements. 3. A floatable pallet in accordance with claim 2 and havi a third plurality of elongated parallel and upright eleme spaced apart from each other, said third plurality of elements being at a transverse angle to said second plura of elements and stacked on said second plurality of eleme 4. A floatable pallet in accordance with claim 2, wherei the transverse angle of said second plurality of elements to said first plurality of elements is 90 degrees.. 5. A floatable pallet in accordance with claim 2, wherei said elements of said grillage system are precast, pre¬ stressed concrete. 6. A floatable pallet in accordance with claim 2, and including a first internal bulkhead between said top deck and said bottom deck and parallel to and spaced apar from said side bulkheads, and wherein the elongated dimensions of said first plurality of elements spans the distance between said internal bulkhead and one of said side bulkheads. 7. A floatable pallet in accordance with claim 6, and including a second internal bulkhead between said top deck and said bottom deck and parallel to and spaced apar from said end bulkheads, and wherein the elongated dimensions of said second plurality of elements spans the distance between said second internal bulkhead and said end bulkheads. 8. The method of making a floatable pallet for lifting heavy loads, which comprises precasting in prestressed concrete a plurality of substantially identical elongated elements for each layer of the superstructure of the pallet, said elements having cast therein connectors for joining the elements to adjacent structures, casting and joining a bottom slab to a row of parallel aligned and edgewise elements comprising the bottom layer, stacking and joining subsequent rows of parallel aligned and edgewise elements in layers starting with a layer on top of said bottom layer, the elements of each successive layer being transverse with the elements therebeneath, casting and joining vertical bulkheads to the ends of said elements and to said bottom slab, and casting and joining a top slab to the top edges of the elements in the top layer of elements and to the top edges of said vertical bulkheads. 9. The method of making a floatable pallet for lifitng heavy loads, which comprises precasting a first plurality of substantially identical elongated grillage prestressed concrete elements, each of said elements having anchors projecting from the ends of one elongate edge thereof, said anchors being bent sideways for attachment to an adjacent surface, and interfacing seats spaced along the other elongate edge thereof, aligning said first plurality of said elements so as to be parallel and spaced apart from each other, each of said elements being upright and supported from the elongate edge from which said anchors project, pouring a bottom deck slab so as to secure said slab to OMPI P the anchors of said first plurality of elements, two edges of said slab having anchors projecting therefrom, said anchors being bent sideways for attachment to an adjacent surface, vertically projecting anchors upwardly extending from near the other opposite ends, precasting a second plurality of substantially identica elongated grillage prestressed concrete elements, each of said elements having anchors projecting from the ends thereof, said anchors being bent sideways for attachment to an adjacent surface, and interfacing seats spaced along the elongate edges thereof, stacking said second plurality of elements upright on edge at a transverse angle to said first plurality of elements so as to be parallel, said inter¬ facing seats of said first plurality of elements mating with the contiguous interfacing seats of said second plurality of elements, precastin-g a third plurality of substantially identical elongated grillage prestressed concrete elements, each of said elements having anchors projecting from the ends and one elongate edge thereof, said anchors being bent sideways for attachment to an adjacent surface, and interfacing seats spaced along the other elongate edge thereof, stacking said third plurality of elements upright on edge at a transverse angle to said second pluralit of elements so as to be parallel, the contiguous interfacing seats of said second plurality of elements mating with the interfacing seats of said third plurality of elements, pouring said side bulkheads so as to secure said side bulkheads to the contiguous adjacent anchors projecting from the ends of said first, second and third grillage elements and of said bottom sla two of said side bulkheads resting on said bottom slab at its vertically projecting anchors, said side bulkheads including anchors projecting from the top edge thereof, said anchors being bent side¬ ways for attachment to an adjacent surface, and pouring said top deck slab so as to secure said slab to the contiguous anchors of said third plurality of elements and of said side bulkheads.

Inventors: MARCIN B
Applicants: PULLMAN INC
Application year: 1979
Main classification: B63B5
IPC codes: B63B5, B63B9, B63B35