STRUCTURAL PANEL

Abstract: A structural panel comprises truncated polyhedral ele­ ments (14, 16, 24) projecting from a base sheet (12) with the base sheet and truncation surfaces providing increased bonding areas for external face sheets (32). Mass produced, identical panels which are nestable for shipping and storage may be combined in an interlocking arrangement to form a combined panel which is nearly isotropic in its reaction to external loads.

Description: "STRUCTURAL PANEL" This invention is directed to a low weight, high strength, three dimensional space structure with nearly isotropic load-bearing characteristics for reacting fully to tensive and compressive external loads. The structure provides high bending stiffness and a high degree of torsional rigidity and may be self-sufficient or used as a core material. The closest prior art of which the applicant is aware are USA Patent Specifications 3,645,833 3,642,566, 3,657,059 and 3,689,345 which disclose apparatus and a method for making a structural core comprising a symmetrical arrangement of substantially tetrahedral shaped internal supports for such articles of manufacture as air foils. The disclosures of these patents are herein incorporated by reference. A more detailed description of the prior art is presented in AIAA Paper No. 74-357, based on AIAA/ASME/ SAE 15th Structures, Structural Dynamics and Materials Conference, Las Vegas, Nevada/April 17-19, 1974. This publication indicates that a winding process used to produce the tetrahedral elements may be halted at any point to produce either "truncated" tetrahedral or a repeated series of stacked tetrahedral elements. However, no properties or uses for "truncated" tetrahedra are stated or suggested. It is also known to provide honeycomb-core panel structures having a pair of face sheets with the honeycomb sandwiched therebetween. These honeycomb structures provide very good tensile and compressive characteristics for distributed loads which are normal to the face sheets. However, these convential honeycomb structures are not capable of reacting fully to forces of tension and compression which are generally parallel to the face sheets; instead, they tend to buckle or delaminate accordingly. Additionally, the cores of these honeycomb structures provide only line contact for bonding of face sheets. The present invention provides a structural panel having truncated-apex elements of various geometrics protruding in one direction from a base sheet, such that the base sheet and the truncation planes of the elements provide excellent bonding areas for the addition of external face sheets by adhesives, welding, and the like. Alternatively, according to the material used in the fabrication of the panel, face sheets or the like may be attached by nails, rivets, screws, or other conventional attachment means. Two of the novel panels may be combined so that the elements of one panel are caused to interlock with those of the other panel in order to provide added internal load bearing or reacting capabilities, or, the two panels could be arranged, base sheet-to-base sheet, to present only the truncation plane surfaces for face sheet bonding. Another embodiment includes elements projecting in opposite directions from one base sheet. Still further, the combined panel arrangements could be formed in one piece. The present invention may have, but does not require, additional external face sheets to react to external loads. However, when face sheets are desired, large surfaces are provided by the base sheets and/or truncated-apex surfaces for ease and strength of bonding, as well as increased torsional rigidity. Geometries of the truncated elements may include cones and generally polyhedral-shaped structures, with altered regular tetrahedrons (having the apexes and intersecting faces truncated) being preferred. The truncated intersecting faces are referred to herein as "quasi-faces" and act as particularly good load reacting beams when two panels are combined to form interlocking elements as mentioned above. Further, the elements of a panel may have different base-to-truncated apex heights to provide large and small elements and may be arranged on the panel so that, when two panels are combined, thelarge elements of opposite panels interlock with adjoining quasi-faces and the truncated apexes of the small elements of opposite panels abut to provide good surface areas for attachment of the two panels The element structure of the novel panel is capable of accepting local loads and distributing them throughout the rest of the panel, since the structural material is distributed precisely along the lines of maximum stress density. This provides for a nearly isotropic structure capable of fully reacting to external loads. For storage and shipping purposes, mass produced panels may be nested, with the elements of each panel fitting into like elements of an adjacent panel. The panels may be manufactured from any formable mouldable materials including plastics, glass fibre, concrete, cement, reclaimed and recycled materials (used as structural or non-structural aggregates) or any combination of these materials. The material may range in hardness from resinated paper or titanium. For instance, waste pulps and fibres and reclaimed low-grade aluminum and steels are excellent materials for manufacture of the panels. By utilizing foam (in an open or closed form of the panel) or evacuating individual closed elements to produce a thermos effect, excellent insulating properties may be incorporated in the panels. Uses for these structural panels range from pallets, to building panels (including economical load bearing walls), to aircraft wing ribs and helicopter drive shafts, to aerospace applications. Automobile bodies, portable bridges, boat hulls, and packages (such as shipping boxes) are articles of manufacture to which this technology may also be adapted. The aesthetics of the panels may be enhanced by exposing apertures or hollow portions, by applying various coloured or variegated external face sheets, and by curvilinear shaping of the panels. To meet varying design requirements, the geometric proportions and material selection of the elements may be varied for different core stiffnesses and strengths. For instance, by varying the relative sizes of the polyhedral-shaped elements, the panels may be given complex curvatures. Techniques of manufacture such as conventional die forming and moulding- and casting may be used, depending on the material used. Figures 1-3 and 15 are isometric views of elements which may be used in the invention; Figures 4 and 16 are each a partial, exploded perspective view of one embodiment of the invention in which two panels are arranged in an interlocking configuration to form a combined panel; Figure 6 is an isometric view of a pallet incorporating an alternative embodiment of the invention; Figure 7 is a perspective of a leg structure which may be used with the panel of Figure 4; Figure 8 is a fragmentary side view, illustrating the use of the leg structure of Figure 7; Figures 9-12 illustrate various articles of manufacture which incorporate the invention; Figure 13 is a sectional view taken along lines 13-13 of Figure 12; Figure 14 is a fragmentary, exploded isometric of the interlock of Figures 12 and 13; ; Figures 1-3 illustrate various shaped elements which may be incorporated into the structure of the present invention. The element 14 of Figure 1 is an altered, regular tetrahedron having faces as at 19, a base 18 (open or closed), a truncated apex 20, a quasi -faces 22. The element shown in Figure 2 is much like that of Figure 1, but has no quasi-faces 22. In Figure 3, a truncated cone 24 has a base 26 (open or closed) and truncated apex 28. Referring to Figure 4, one embodiment of the invention comprises an individual structural panel 10 having a base sheet 12 with interspersed large truncated tetrahedrons 14 and small truncated tetrahedrons 16 protruding upwardly therefrom. Intersecting web portions, as at 13, of the base sheet 12 provide a- matrix which spaces the various protruding tetrahedrons from each other. By duplicating the panel 10, two panels may be arranged in an"interlocking" configuration to form a combined panel as in Figure 5, in which the duplicate panel members are indicated with a superscript. For instance, duplicate panel 10' is inverted and placed on top of the panel 10 with the truncated apexes of small elements 16' abutting the truncated apexes of small element 16 to provide tension and compression load bearing for forces normal to the base sheets 12, 12'. When not on the outer periphery of the combined panel, each quasi-face 22, 22' of large elements 14, 14' abuts with a quasi-face of a large element of the opposing panel with the edge of the abutment plane indicated at 31 in the drawing, to provide internal load bearing beams. The planes of the truncated apexes of the small elements 16, 16' and of the quasi-faces of large elements 14, 14' provide excellent bonding surfaces. Further,exterior face sheets 32 may be added to the combined panel for added strength and to enhance the appearance of the panel, although it may be desirable and more economical to eliminate face sheets 32 in some applications. When face sheets 32 are used, base sheets 12, 12' provide large bonding surfaces for their attachment. Although not shown, the periphery of the combined panel could also be enclosed by a peripheral facing, formed as an extension of either or both base sheets 12, 12' or applied separmately. In one technique for moulding the combined panel of Figure 5, each half is formed over a mould (not shown) consisting of a series of truncated-apex polyhedrons placed base-to-base, so that a single panel 10 (as in Figure 4) is formed on each side of the mould. After moulding, the upper single panel is inverted and bonded to the lower single panel, such that each polyhedron in the upper half interlocks with the polyhedral of the lower as in Figure 5. Depending upon the materials and this or other techniques used, the mould or pattern may be open (vacuum forming, etc.) or notched closing (various high and low pressure dies/moulds) with the raw material usually in sheet form. When all of the polyhedral elements are the same size, single piece forming techniques (casting, rotational moulding, injection moulding) result in a finished structure (without integral exterior face sheets) which has the advantage of unitary construction. Automated, numerically controlled, continuous rolling of the panels represents the greatest opportunity for a major housing cost breakthrough. With this technique, particularly if it can be made reasonably mobile, the entire production cost of the housing industry can be altered downwardly. Using continuous rolling, a wall core would be formed (and optionally faced) with internal plumbing and wiring automatically cut to plan. Plans could be varied on a sequential basis, as desired, offering variety which heretofore was both impractical and uneconomic to the builder/developer. Despite the heavy initial investment required for such machinery, continuous rolling will allow home construction at overall costs far below those of any current system. One of the more obvious secondary benefits is the aesthetic potential made possible by choice of plan and interior/exterior facing materials, resulting in net cost savings in the basic (core) construction. Cost effective mass production is within the state of the art using standard production tools and machinery. Conventional die forming and/or moulding techniques and machinery can be utilized, depending upon the material used. Interior and exterior facings can be applied either directly during the fabrication process or afterwards. To meet varying design requirements, the geometric proportions and material selection of the constituent elements can be selected to provide varying core stiffnesses and strengths. Sections having complex curvature can be fabricated by varying the relative sizes of the elements in the upper and lower halves. Structural elements have been formed from a variety of disparate materials ranging from resinated paper to titanium sheet. An individual panel 10, as in Figure 4, may have a face sheet (as at 32 in Figure 5) attached to the top and/or bottom of the panel, with truncated apexes 20 providing excellent bonding surfaces for a top face sheet and base sheet 12 providing an excellent bonding surface for a bottom face sheet. It has been found that the "bending stiffness" of a panel is increased when a face sheet is attached to the truncated apexes 20. Even more "bending stiffness" of a panel is provided when a face sheet is attached to a base sheet 12 in addition to the one attached to truncated apexes 20. The novel structure also allows for an "edge interlock" between edgewise adjacent panels. Two or more panels of the type shown in Figure 4, with the elements 14, 16 of both oriented in the same direction, may be edge interlocked by nesting the elements along the edge of one panel into those of another panel. Figure 6 illustrates a pallet 33 formed from one structural panel and having integral legs 34 spacing it from the floor to allow forklift entry beneath the pallet 33. Depending on the sizes of the elements 35 and-the objects to be supported on the pallet 33, a face sheet (as at 32 in Figure 5) may or may not be'necessary for normal pallet use. Alternatively, the legs 34 could be omitted such that the truncated apexes of all or various ones of the elements 35 serve as feet for the pallet 33. Further, two such pallets 33 could be combined, with the elements of each panel pointing toward or away from each other, so that either side could act as the top surface. In this respect, forklift access apertures could also be incorporated if desired. Still further, a base sheet 12 may have elements 14 protruding from both sides to provide a reversible pallet having alternate top surfaces. Figure 7 and 8 illustrate a separate leg structure 40 which is attachable to the combined panel of Figure 5 to adapt it into a pallet. Insert elements 42 and 44 are adapted to fit into elements 14 and 16, respectively, of the combined panel of Figure 5, and may be bonded along those surfaces which mate with the interior of elements 14 and 16 or with the base sheet 12. Feet 46 serve to space the combined panel from a surface such as a floor. The pallet of Figure 6, because of its inherent high strength and cost effectiveness, overcomes all of the drawbacks that have beset the non-wooden pallet industry. Many versions of it can be produced by thermoforming, the least expensive of the forming processes. For comparable strength in plastic form, it does not require high density structural materials but can be fabricated of the less expensive varieties and also include aggregates which may incorporate recycled waste. Because of these economies, it affords great flexibility in design and size and is structurally superior to wooden pallets at a competitive cost for most applications. Although facing (decking) may be added., as at 45 in Figure 8, it is unnecessary since the surface indentations (as at 35 of Figure 6) may be made small enough to support articles without the articles "drooping" into indentations. Access by forklift may be provided on two or four sides. An alternate structure for the pallet may have an open lattice construction, to permit flow-through of steam and detergents when cleaning, for use in the food industry.. The pallet configuration represents the highest strength for comparable low weight in the non-wooden pallet field. For example, one 15 pound closed face experimental unit of high impact polystyrene was loaded with two tons of bag cement with no failure from either a static or dynamic load carrying or a handling standpoint. For ultimate light weight and high strength in the closed face design, a structural interior matrix of elements with foam in all interstices and a thin wall formed face sheet can be used. For most applications, however, the pallet of Figure 6 offers ample load carrying ability, ease and flexibility of handling, and owner identifiability, as well as initial low cost and the capability for automated manufacture. Pallets incorporating the present invention are the first economic alternative to the standard wooden pallet from a strength, load-carrying and durability standpoint, with the particular advantage that they can be formed from a wide spectrum of materials and aggregates, including reclaimed and recycled materials (i.e., waste pulps, fibres, reclaimed low-grade aluminum and steels, etc). In many cases so called "waste" materials can be introduced which will increase strengths, enhance certain secondary properties of the base material, or reduce overall costs without degrading strength or sacrificing quality. Also, aggregates or fillers can be varied according to raw material supply conditions offering flexibility against fluctuating market prices in basic raw materials as well as fillers. A prototype of the combined panel of Figure 5 was constructed of moulded, high impact polystyrene. Each panel had truncated regular tetrahedrons as elements, with alternate elements being of two different sizes. Each large element had a base-to-truncated apex height of 2", a quasi-face width of 5/16", truncated apex plane surface dimension of 7/8" (from quasi-face to opposite face), and a base dimension of approximately 3" (from quasi-face to opposite face) in the plane of the base sheet. In comparison, each small element had the same truncated apex plane surface and quasi-face width dimension, one-half the base-to-truncated apex height, and a base dimension of approximately 2" (from quasi-face to opposite face) in the plane of the base sheet. Conventional screws were used to attach the panels together, although adhesive bonding is preferred. This structure is particularly useful as a pallet in which either side of the pallet may be used as the loaded surface. The instant invention is also adaptable particularly to the production of economical load bearing walls. Figure 9 illustrates the use of combined panels for walls, floors, and ceilings of a fixed site or mobile home 50. A cross -section of a wall 52 would reveal the structure of Figure 5. As the combined panel is a three-dimensional space structure, it offers nearly isotropic, in-plane load carrying capabilities, great bending stiffness, and a high degree of torsional rigidity. These load bearing characteristics apply equally to floors and roofs and are variable according to material, wall thickness, and base -to-truncated apex height. For example, with all.other factors constant, stiffness/rigidity increases exponentially with base-to-truncated apex height. Additional reinforcement of apertures, such as doors and windows, is obviated in all but the largest combined panel sizes -due to the internal load bearing of the structure. Combined panels (as in Figure 5), responding to working normal hand tools, are capable of being used in a studless building system. The invention offers load bearing capabilities far in excess of comparably priced home building structures, a factor that opens the door to substantial savings in material costs. Due to each polyhedral section's ability to accept and distribute a given local load more evenly through-out the entire structural network, tradeoffs in materials for a given load capacity may be accomplished. For example, floor elements equal in weight to joist type construction would be approximately three times stiffer, or, conversely, lighter by a factor of three for the same capacity. Obviously, materials optimization can lead to substantial economies without adversely affecting strength. Composites of low heat and pressure formables which are produced from mill wastes (varying from pine needles to ground chips) can be used also to manufacture the structural panels. These panels are particularly attract- ive as they are variable in density and thus can be tailored to specific applications with a density range of 5 - 90+ lbs./cu. ft. and do not require significant amounts of energy compared to competitive products. The need to house all of America adequately is one of the major national priorities. Thus far, achievement of this goal has been largely unsuccessful by using variations of thoroughly familiar conventional building technologies. Pre-cut, pre-assembled, and "n site$ mass produced approaches have demonstrated that substantial economies of scale may be obtained within-the state-of -the-art. - With the present invention, a simple, low-cost multivariable structural building system is made available which offers potential across-the-board savings. The high strength configuration of the invention makes it possible to erect low (man/material) cost buildings in all common shapes and forms. Economies may be realized by a panel, sectional, or total structure utilization to the invention. Materials selection flexibility permits panels to be either clear or opaque to solar heating, a factor that offers further design opportunity in an energy conscious era. The inherent strength of design is particularly attractive as it allows the use of materials that are non-critical in cost or composition, and which are limited, as raw materials, only to those forming techniques to which they respond. For conventional housing applications, standard 4 x 8 panels offer both design and cost benefits. By replacing more familiar building materials and methods with the inventive structure, tools and techniques do not vary substantially, if at all, from those now used by the industry. Edge locking (wall-to-wall mechanical interlocking) also offers rapid on-site erection with the added benefit that crew size can be reduced by elimination of certain non-skilled personnel. Cost effective mass production of building structures using the instant invention for the housing industry market is well within the state-of-the-art. Virtually any formable or mouldable material can be utilized as well as all conventional machinery and production techniques. Precision fabrication, fewer assembly operations, and reduced manpower requirements on site further reduces total costs, thus stemming what has heretofore been an irrever sible tide of rising housing prices. The novel panel structure can also be formed or used for the skins, bulkheads, spars, rotor blades, hubs, linkage and so forth of aircraft. Since high strength coupled with low weight is the critical factor associated with aircraft design and aircraft payloads, the novel structure of the invention will have considerable application in many aircraft categories since it can be and has been formed in materials up to and including titanium. Even here, it is often a case of engineering down to a given strength requirement, rather than one of weight. In certain applications, airframes are subject to in-flight damage such as that caused by projectile impact. Military aircraft operating in a hostile environment represent such an application, as do commercial aircraft damaged by iceballs or other foreign objects, and space vehicles subjected to meteoroid impact. In each of these cases, a flaw or hole is introduced into the structure causing some degree of reduction in structural capability. There is data available showing that relatively small holes (one-half inch and smaller) can cause reductions of 40 percent and greater in the residual tensile strength of prior art panels. A primary objective of the invention, of course, is to improve damage tolerance without sacrificing structural benefits. Figure 16 illustrates one use of the novel panel in an aircraft wing 60 having various portions such as spaced struts 62 fqrmed from the novel panel. A variety of strut configurations can be utilized as required for specific load carrying applications. A cross-section of strut 62 would reveal the combined panel of Figure 5, without the exterior face sheets 32. Figure 7 illustrates the construction of an impact-damage tolerant forward bellcrank 70 for a helicoptor, such a bellcrank having the combined panel 72 incorporated thel ein, weighed only 2.0 lbs. as compared to 3.4 lbs. for the existing mag nesium béllerank. Figure 12 illustrates the use of a curved combined panel, according to the invention, in which several panels 82,92 are "edge interlocked" at 84 to form a self-supporting roof or portable bridge 80; an additional tensioning cable may be used, as at 86. Figures 13 and 14, respectively, illustrate the edge interlocking 84 connected and exploded. Top elements 98 of the panel 92 nest in top elements 88 of the panel 82 and bottom elements 88' of the panel 82 nest in bottom elements 98' of the panel 92. Lock rods 85 may also be inserted through the nested elements, as shown. The basic generally polyhedral elements may take various forms and provide various means of interlocking. For instance, Figure 15 discloses an alternate embodiment in which a structural element 100 comprises faces 102 (creased at 103), truncated apex 104, base (open or closed) 106, and a stepped interlock along the edges of intersection of the faces 102. The interlock is stepped at 110 with the upper portion having an internal corner 112 and the lower portion having an external corner 114. Figure 16 discloses an individual panel 118 comprising a base sheet 116 with plural elements 110 protruding upwardly from it. Figure 17 discloses a combined panel similar to that of Figure 5 and incorporating the alternate element of Figure 15. As can been seen from this drawing, the top panel 118' is an inverted duplicate of the panel 118, with external corner 114' mating into internal corner 112'. The step 110 enhances the reaction to compressive forces and provides another surface for bonding. The elements 100 of Figs. 15-17 could be altered as in Fig. 18 so that corners 112 would extend outward and corners 114 could extend inward. With this altered structure of Fig. 18 used in the combined panel of Fig.17, vertical interlocking (in addition to the lateral interlocking shown in Fig. 17) would be provided when the top and bottom (preferably slightly flexible) panels are combined. In alternate embodiments of the various panels, various combinations of the elements depicted in Figures 1,2,3 and 15 (as well as other regular and irregular truncated-apex polyhedrons) could be used in the panels. Additionally, all of the elements of a panel may have the same base-to-truncated apex height. For instance, with the heights of all of the elements being the same, the combined panel of Figure 5 could have all the elements abutting, like small elements 16, 16', or could have all of the elements interlocking, like large elements 14, 14'. Since the novel structure exhibits high strength, low weight, easy formability, and low cost (depending upon material) in a wide variety of applicatlons, there are many industries where these qualities will prove both desirable and necessary. For instance, the novel panel may be used in automobile doors and roofs to meet side-impact and roll-over specifications, where it offers high resistance to impact, with concurrent reduction in weight and economics in fabrication and production. Bumpers would be energy absorbing and, due to the economy of manufacture, easily replaceable. Since the novel structural panel can be formed with either simple or compound curves, styling factors are not inhibited as they are when certain other reinforcing techniques are used. Finally, the weight, though not as critical as in aircraft, is still most significant in the cost of automobiles and associated systems (i.e., savings in weight permit across-the-board reduction in vehicle cost). The packaging industry rivals the automotive in sheer size and gross dollars per year. Here the inexpensive fabrication qualities of the panel, allied with its high strength per panel, -should supplant conventional cardboard in many applications. While only a few industries have been mentioned above, there are many more such as boat building, mobile homes, recreational vehicles, furniture, and so forth where the novel panel structure can have primary and significant application. It is to be understood that the present invention is not limited to the preferred embodiments disclosed herein, and that many modifications in construction, arrangement, use and operation are possible within the ambit of the invention. The present invention is accordingly to be considered as including all such modifications and variations within the scope of the appended claims.

Claims: CLAIMS 1. A structural panel having two sides and a periphery, and characterised by the combination of a base sheet (12); plural truncated, generally polyhedralshaped load bearing elements (14,16,24) protruding from said base sheet, each of said elements comprising a base (18) attached to said base sheet (12), a truncated apex (20,28), and face structure (19,22) connecting said base and said truncated apex; and a face sheet (32) attached to the truncated apex of at least one of the said elements to provide bonding stiffness for said panel. 2. A structural panel as in claim 1, wherin said elements (14,16) protrude from only one side of said base sheet. 3. A structural panel as in claim 2, wherein said elements are truncated, regular polyhedrons. 4. A structural panel as in claim 2, wherein said elements are truncated tetrahedrons. 5. A structural panel as in claim 2, wherein the base of at least one of said elements is open to provide a corresponding hollow element. 6. A structural panel as in claim 1, and further comprising reinforcing means embedded in said structural panel for reinforcing said panel. 7. A structural panel comprising: a base sheet (12); plural truncated, generally cone-shaped elements (24) protruding from said base sheet, each of said elements comprising a base (26) attached to said base sheet, a truncated apex (28), and a face structure (19,22) connecting said base and said truncated apex; and a face sheet ( 3 ) attached to the truncated apex of at least one of said elements to provide bonding stiffness for said panel. 8. A structural panel as in claim 2, wherein at least one of said elements has base-to-truncated apex height differing from that of another of said elements. 9. A structural panel as in claim 1, and further comprising a' first face sheet (32) attached to at least one side of said panel. 10. A structural panel as in claim 9, and further comprising a second face sheet (32) attached to the other side of said panel. 11. A structural panel as in claim 10, and further comprising a third face sheet (32) enclosing the periphery of said panel. 12. A structural panel having two sides and a periphery, and comprising a base sheet; plural truncated, generally polyhedral-shaped load bearing elements protruding from said base sheet toward one side of said panel, each of said elements comprising a base attached to said base sheet, a truncated apex, and face structure connecting said base and said truncated apex, wherein said structural panel is substantially duplicatable to provide plural structural panels adapted for nesting the elements of at least one said plural panels in the elements of at least one other of said panels during storage and wherein at least one of said plural panels is adapted to be inverted with respect to at least one other of said panels to form a combined structural panel comprising: : top and bottom structural panels having their respective elements protruding in opposite directions with said top and bottom panels attached together. 13. A combined structural panel as in claim 12, wherein the truncated apex of at least one of said elements of said top panel abuts the truncated apex of at least one of said elements of said bottom panel to provide internal load bearing support for said combined structural panel in a direction generally normal to said bases. 14. A combined structural panel as in claim 12, wherein the truncated apex of at least one of said elements of said top panel abuts the base sheet of said bottom panel to provide internal load bearing support for said combined structural panel in a direction generally normal to said bases. 15. A combined structural panel as in claim 13, wherein the truncated apex of at least one other element of said top panel abuts the base sheet of said bottom panel to provide internal load bearing support for said combined structural panel. 16. A combined tructural panel as in claim 15, wherein said face structure comprises: truncated, generally planar surface, intersections and wherein at least one of the truncated intersections of said top panel abut at least one of the truncated instersections of said bottom panel to provide interlocking and internal load bearing support for said combined structural panel in directions generally parallel to said bases. 17. A combined structural panel as in Claim 15, wherein said face structure comprises: altered intersections of faces of said elements, each of said altered intersections being stepped to provide corners protruding inwardly of said eiements and corners protruding outwardly of said elements such that said inwardly and outwardly protruding corners are mated to provide interlocking of said structural panels at least in a direction generally parallel to said bases. 18. A structural panel as in claim 1, wherein said base and said face sheet are curved to provide a curved panel. 19. A combined structural panel as in claim 12, wherein said bases are curved to provide a curved combined panel.

Inventors: FIGGE, IRVING E.
Applicants: FIGGE, IRVING E.
Application year: 1982
Main classification: E04C2
IPC codes: B32B3, B21D47, E01D15, F24J2, B64C3, E01D101, E04C2