Abstract: A composite reinforced, optionally treated, wood stud for permanent wood foundations, above ground walls, floor joists, vertical support columns or headers for commercial and residential buildings has a first lumber section having a width and a depth and a second lumber section inverted with respect to the first lumber section having a width and a depth. A plurality of adjacent, aligned in a longitudinal row, mechanical fastening dowels angularly pass through the depth of the first lumber section and pass substantially through the width of the second lumber section. The dowels maintain a spatial relationship between the first and second lumber sections. The angularity of the dowels alternate vertically oppositely between adjacent dowels. From an end view, the dowel alternate in a cant relationship with adjacent dowels in a left and right manner.

Abstract: A roof product has a thermal heat storage layer, a vent layer with channels for transferring excess heat through a length of the roof product, and a flame retardant to suppress fire through the vent layer. These three materials form a unitary structure. The roof product may have a radiant layer, the thermal heat storage layer and the vent layer to form the unitary structure. The roof products are assembled in an abutting configuration on the roof of a building. The vent layer vents excess heat from an eave of the roof up to a ridge of the roof and out to atmosphere. The roof products manage thermal energy in the roof by storing thermal heat with the unitary roof product during a heating cycle; venting excess heat through the unitary product; and releasing the stored thermal heat from the unitary product into or out of the building during a cooling cycle.

Abstract: A composite sandwich structure comprises a core sandwiched between composite laminate facesheets. The core includes a plurality of core sections spliced together at joints that incorporate integral features for arresting the propagation of irregularities in the facesheets.

Abstract: A semi-finished product (1a) has a tubular sleeve element (4) which extends along a longitudinal axis (A) and has a substantially rectangular cross-section and at least a first (3a) and at least a second (3b) strut element, wherein the first strut element (3a) extends from a first edge of the tubular sleeve to the second edge which lies opposite it with respect to the longitudinal axis, and the second strut element (3b) extends along the other diagonal between the associated edges. The strut elements (3a, 3b) are advantageously designed and arranged such that they absorb compressive forces but not tensile forces. The product can be fabricated completely from a fiber-reinforced plastic and may be integrated in construction elements and surface elements.

Abstract: This invention relates to a method of making a dual panel composite truss having a pair of spaced apart prestressed concrete panels. The process includes assembling a truss frame, which includes connecting a plurality of steel posts and bent rod truss members and reinforcing rods and lifting and placing the assembled truss frame in a panel form for pouring a first prestressed concrete panel on one side of the truss frame. The truss frame with the first concrete panel is then stripped, lifted and placed on a turntable and turned to place the other side of the truss frame in the panel form for pouring a second concrete panel, to form a dual panel composite truss having parallel spaced prestressed concrete panels.

Abstract: A modular panel, the panel comprising a first member including a top surface and a bottom surface; an optional second member joined to the bottom surface of the first member; at least two reinforcing elements integrally disposed on the bottom of the first member; at least two elements integrally disposed on the bottom surface of the first member or on the second member for affixing and/or aligning the modular panel to at least two support members, each support member including a top surface; and a support flange integrally disposed about the periphery of the first member for engaging the top surface of the support member. The modular panel being constructed of a thermoplastic material or metal.

Abstract: This invention relates to a dual panel composite truss having a pair of spaced apart prestressed concrete panels having a versatile and adaptive structurally supporting end bearing truss on the ends thereof. The end bearing truss incorporates a versatile and adaptive structural support on each end of the composite truss. The end bearing truss is formed as an integral part of the composite truss for supporting the ends of the composite truss when the composite truss is used for the floors or ceiling of a building. The end bearing truss advantageously forms each end of each concrete panel form for the concrete pour when making each concrete panel.

Abstract: A composite core panel is produced by arranging a plurality of foam strips in adjacent relation and advancing the strips with one or two flexible sheets of porous reinforcement material and adhesive between platens to form a panel. The sheet on one side of the strips is folded between adjacent strips to form double wall pleats which may project either partially or fully between the strips and may have folded end portions overlying the other side of the strips. The second sheet may also form double wall pleats between the strips and be connected to the pleats in the first sheet. The core panel may be cut to form reinforced strips which are connected by adhesive in various arrangements to form other core panels. A core panel may also be formed by wrapping each foam strip longitudinally with a strip of reinforcing material and connecting the strips with adhesive.

Abstract: A polymer-based composite sandwich includes a reinforced core bonded between a pair of composite facesheets. The core includes a truss formed by groups of composite pins held in place by a layer of structural foam. The pins in the groups are radially arranged around nodes. The ends of the pins are splayed and sandwiched between the foam layer and the facesheets.

Abstract: A load bearing wall system which is made from a plurality of interlocking panels. Each panel includes a hollow panel body having a first end, a second end, and an interior cavity. A male coupling is positioned at the first end and a female coupling is positioned at the second end. The female coupling is capable of interlocking with the male coupling of another of the plurality of interlocking panels. The male coupling houses a structural stud that extends for the entire vertical height of the hollow panel body. The interior cavity of the hollow panel body is filled with insulation. Interlocking panels intended for straight sections have the female coupling opposed to the male coupling in a linear alignment. Interlocking panels intended for a corner or change in direction have the hollow panel body bent so that the female coupling is angularly offset from the male coupling.

Abstract: A polymer-based composite sandwich includes a core bonded between fiber reinforced resin facesheets. The core includes a truss formed by groups of composite pins held in a low density foam. The pins in each group intersect to form nodes adjacent to one of the facesheets. The ends of the pins extend parallel and are bonded to the facesheets.

Abstract: This invention relates to an improved wall for resisting lateral forces imposed on a building that incorporates the wall. Specifically, this invention relates to a wall in a light-frame building having within it a sub-component specifically designed to resist lateral forces imposed on the building such as those caused by an earthquake or by wind loading. The wall is formed with a bottom plate that rests on the underlying structural component of the building. A plurality of vertically-disposed studs connect to the bottom plate, and a top plate is supported by and connects to the vertically-disposed studs. A shear-resisting assembly connects to the top plate and the underlying structural component. The shear-resisting assembly has top and bottom struts and first and second chords and a planar shear resisting element connected thereto.

Abstract: A polymer-based composite sandwich includes a reinforced core bonded between a pair of composite facesheets. The core includes a truss formed by groups of composite pins held in place by a layer of structural foam. The pins in the groups are radially arranged around nodes. The ends of the pins are splayed and sandwiched between the foam layer and the facesheets.

Abstract: A multi-layer wood panel comprises a core segment, made up of a plurality of layers, and two external finishing layers. Each layer is comprised of several boards, joined at the edges with interlocking fingers or tongues and grooves. The layers of the core segment are joined using wood pegs at specified intervals, with the pegs penetrating all the board layers of the core segment at an angle other than perpendicular to the layers. The core segment and the external finishing layers of the panel are joined using key and groove mortise connections, where the key shape corresponds to the shape of the mortise grooves made in the outer surfaces of the boards of the core segment and in the inner surfaces of the outer finishing layer, which are oriented perpendicular or parallel to the direction of the board fibers.

Abstract: This invention relates to an improved wall for resisting lateral forces imposed on a building that incorporates the wall. Specifically, this invention relates to a wall in a light-frame building having within it a sub-component specifically designed to resist lateral forces imposed on the building such as those caused by an earthquake or by wind loading. The wall is formed with a bottom plate that rests on the underlying structural component of the building. A plurality of vertically-disposed studs connect to the bottom plate, and a top plate is supported by and connects to the vertically-disposed studs. A shear-resisting assembly connects to the top plate and the underlying structural component. The shear-resisting assembly has top and bottom struts and first and second chords and a planar shear resisting element connected thereto.

Abstract: The present invention relates to a method for producing a core structure. Firstly, a first core structure and a second core structure are fastened. The first core structure and the second core structure are positioned at a defined distance. A reinforcement element is introduced into a cavity between the first core structure layer and the second core structure layer. The reinforcement element, the first core structure layer, and the second core structure layer form a self-supporting core structure.

Abstract: The invention relates to a structural component for an aircraft or spacecraft, comprising a component core extended across a component area, a first and second cover layer, which are formed on two opposite bounding surfaces of the component core and extend across the component area, a plurality of braces, which are distributed across the component area and connect the first and second cover layers to each other through the component core, and a stiffening belt, which extends between the cover layers along a stiffening line that extends substantially parallel to the component area.

Abstract: An internal stiffening member of varying configurations in which the stiffening elements support the skin using a compression-only load path is disclosed. In the preferred embodiment, the stiffening element has a peripheral edge that is adapted to be press fit into contact with the skin. The stiffening member may be held in place by various retention devices. Another configuration is a slip-in rib having a flange with a peripheral channel in which a filler material is disposed. The rib is inserted into an assembled structural box beam, and the filler material is used to fill any gaps between the slip-in rib and the interior surface of the structural box beam. The filler material is preferably an expandable material, such as an expandable foam-type material. However, in situations where a slip-in rib forms a primary structural rib, the filler material is preferably a structural adhesive or liquid shim material.

Abstract: Internally stiffened composite panels and associated manufacturing methods. An internally stiffened composite panel can include a first face sheet, a second face sheet offset from the first face sheet, and at least one core portion sandwiched between the first and second face sheets. The composite panel can further include a stiffener disposed between the first and second face sheets adjacent to the core portion. The stiffener can have a first attachment portion attached to the first face sheet, a second attachment portion attached to the second face sheet, and an intermediate portion extending between the first and second attachment portions. One or both of the first and second attachment portions can be configured to engage a fastener, such as a blind fastener, for attaching a part to the composite panel.

Abstract: A method of producing an engineered composite structural panel by selecting a structural panel having at least two structural shells, an insulating material extending therebetween, and a plurality of truss members extending therebetween. A determination is made if the two or more structural shells act as a unitary composite structural panel. If the structural panel is not a unitary composite structural panel, then parameters of the panel are adjusted and it is further determined whether the panel is a unitary composite structural panel. Combined truss systems for strengthening the structural panels may be formed by combining ladder truss members with warren truss members, by superimposing the ladder truss members and warren truss members, and by superimposing ladder truss members with a warren truss member and another warren truss member that is inverted.

Abstract: The present disclosure is directed to a concrete sandwich panel. The sandwich panel may comprise a first reinforced concrete panel; a second reinforced concrete panel; an insulating panel sandwiched between the first reinforced concrete panel and the second reinforced concrete panel; a tie comprising a generally triangle wave-shaped pattern having a period defined by peaks spaced at a regular interval and a peak-to-peak amplitude greater than the thickness of the insulating panel; wherein the insulating panel has a plurality of generally linear slots defined at the regular interval of the tie for receiving the tie such that opposing ends of the tie terminate adjacent to the insulating panel, and the plurality of generally linear slots are filled utilizing an insulating material upon insertion of the tie to reduce thermal bridging; and wherein the peaks of the tie mechanically join the first and second reinforced concrete panels to the insulating panel.

Abstract: A composite truss includes a pair of spaced apart concrete panels and a plurality of substantially vertical members spanning between the pair of spaced apart concrete panels, a first end portion of each vertical member embedded in one of the pair, and a second end portion of each vertical member embedded in an opposite one of the pair. The truss also includes a diagonal member spanning between the first end of a first vertical member and the second end of a second vertical member linearly adjacent to the first vertical member and non-structurally engaging the first end portion of the first vertical member and the second end portion of the second vertical member during an assembly of the truss. The diagonal member also includes a first development length portion embedded in the first concrete panel and a second development length portion embedded in the second concrete panel.

Abstract: An extruded hollow aluminum alloy panel includes a panel body and a guide rail that are integrally formed by extrusion so as to extend in an extrusion direction. The panel body has a plurality of closed spaces defined between plates by ribs in a cross section perpendicular to the extrusion direction. The guide rail has an open space in the cross section.

Abstract: A bracing panel 1 for bracing a wall having a wall frame 100 defining an internal space, wherein the bracing panel 1 includes a first bracing frame, a sheet panel 1a having a flat planar portion dimensioned to have at least the same height or width as the first bracing frame; and a second bracing frame adapted to retain and hold the sheet panel between the first and second bracing frames wherein the bracing panel is adapted to be positioned and secured within the internal space of the wall frame of the wall to be braced such that bracing panel is dimensioned to fit within the wall frame.

Abstract: This invention provides a configuration of a joint that allows a satisfactory welded joint to be formed with reduced deformation of the joint region when two-face structures (panels) are friction-welded end to end. The panels 31, 32 each have two substantially parallel plates 33, 34 and a third member 35 connecting the two plates 33, 34. The end portions of the plates 33, 34 of one panel 32 are friction-welded to the end portions of the plates 33, 34 of the other panel 32. At least one of the panels has a plate 36 at its end for connecting the plates 33 and 34 and has a rigidity to support a pressing force produced during the friction welding.

Abstract: A cabinet dryer door includes a truss attached to the door to establish seal compression for adequate sealing of the door against the drying cabinet. The inner door has spacers molded into the inner door. The truss cooperates with the spacers to bias the door against the seal. The drying cabinet may utilize a pair of doors with at least one having a truss that establishes a seal compression in both of the doors. The truss is joined to the inner door by a screw located in the center of the truss. The method has the step securing a truss member to the door and curving the door to create a biasing force.

Abstract: A fiber reinforced core panel is formed from strips of plastics foam helically wound with layers of rovings to form webs which may extend in a wave pattern or may intersect transverse webs. Hollow tubes may replace foam strips. Axial rovings cooperate with overlying helically wound rovings to form a beam or a column. Wound roving patterns may vary along strips for structural efficiency. Wound strips may alternate with spaced strips and spacers between the strips enhance web buckling strength. Continuously wound rovings between spaced strips permit folding to form panels with reinforced edges. Continuously wound strips are helically wrapped to form annular structures, and composite panels may combine both thermoset and thermoplastic resins.

Abstract: A sound-proof wall made of FRP in the form of a sound-proof wall panel that includes a core and skin members made of FRP positioned on both sides of the core and whose weight per nit area is within the range of 10-60 kg/m2; and a method of producing the same. This sound-proof wall, though light in weight, has a superior sound insulation property and will never corrode because it is made of FRP. Further, it has a high degree of freedom of engineering design including sound-proof property, design, and shape, capable of producing a desired sound-proof wall with case. Further, since it has a high specific strength, it is possible to attain a drastic weight reduction while retaining the necessary strength, and facilitate working, shorten construction time, and reduce construction cost.

Abstract: Multifunctional cellular metals (or other materials) for structural applications that are capable of recovering their original (undeformed) shape and thickness after impact or crushing (i.e., self-healing). Alternatively, they may normally be stored or used in their compressed (i.e., crushed) state and deployed when needed to act as energy absorbing structure or packaging (i.e., deployable energy absorber). Additionally, the multifunctional structures may act as an actuator, capable of providing localized or distributed force and displacement, and related methods of using and manufacturing the same. These active cellular metals (or other materials) are composites consisting of conventional metal/alloy truss structures (or other material structures) in combination with shape memory metal/alloy components (or other material components) and offer high specific strength and stiffness, but which are also deployable energy absorbers or self-healing smart structures.

Abstract: The present invention is directed to a reinforced panel that includes a face sheet having an interior side and an exterior side, a plurality of integral and intersecting ribs having distal ends and projecting from the interior side of the face sheet to form contiguous cells, and a reinforcing member positioned in a channel and secured thereto for increasing bending resistance of the panel.

Abstract: A thermal window insert includes at least two substantially parallel, substantially transparent sheets of flexible polymer material having a gap therebetween. The two sheets are bonded together at deformations formed in at least one of the sheets, and have a size approximately corresponding to the dimensions of a window opening in a building. A strip of resilient material is directly bonded to the sheets around the perimeter thereof, so as to seal the gap between the transparent sheets and to provide a seal between the window insert and the window opening. The invention is similar to storm windows, but is of a simpler and less expensive construction, and is easy to install, remove and store.

Abstract: A laminated composite material structure, in the form of a load-bearing rib of a wing of an aircraft, comprises an upper laminated portion, which is angled with respect to a middle laminated portion, and a curved corner portion being continuous with and interposed between the upper and middle portions. (The rib has a curve that connects the upper and middle portions, which are perpendicular or transverse to each other). The corner portion is in the form of a kinked portion or joggled, that is, the portion includes two regions of positive curvature (concave regions) and a region of negative curvature (convex region) interposed therebetween, whereby the formation or propagation of delaminations or cracks at the bend between the middle and upper portions, due to fuel pressure loading and low through-thickness strength, may be reduced.

Abstract: A prefabricated platform unit (1), for construction or refurbishment of a railway station platform, has a stepped upper surface (4) with a recessed planar forward portion (4a) on which edge copers (23) are to be mounted. Refurbishment of an exiting platform may be performed by excavating a region (22) of the platform surface to the front edge, installing a prefabricated platform unit (1) in the excavated region, and installing edge copers (23). Construction of a new platform may include the steps of constructing foundations alongside the railway, constructing upstanding supporting members on the foundations, and mounting a superstructure including the prefabricated platform units on the supporting members.

Abstract: A fiber reinforced core is formed from plastics foam material having elongated porous and fibrous webs and/or rovings extending through the foam material. The rovings may extend angularly through the webs, and strips of the foam material may be helically wound with layers of crossing rovings to form the webs. Porous and fibrous skins for the core may be formed by the wound rovings and by parallel continuous rovings, and the foam strips may be formed with internal grooves adjacent the webs and connected by a feeder channel for infusing a hardenable adhesive resin into the grooves and outwardly through the webs to the skins with differential pressure on the resin.

Abstract: This invention provides a configuration of a joint that allows a satisfactory welded joint to be formed with reduced deformation of the joint region when two-face structures (panels) are friction-welded end to end. The panels 31, 32 each have two substantially parallel plates 33, 34 and a third member 35 connecting the two plates 33, 34. The end portions of the plates 33, 34 of one panel 32 are friction-welded to the end portions of the plates 33, 34 of the other panel 32. At least one of the panels has a plate 36 at its end for connecting the plates 33 and 34 and has a rigidity to support a pressing force produced during the friction welding.

Abstract: Internally stiffened composite panels and associated manufacturing methods. In one embodiment, an internally stiffened composite panel includes a first face sheet, a second face sheet offset from the first face sheet, and at least one core portion sandwiched between the first and second face sheets. In one aspect of this embodiment, the composite panel further includes a stiffener disposed between the first and second face sheets adjacent to the core portion. The stiffener can have a first attachment portion attached to the first face sheet, a second attachment portion attached to the second face sheet, and an intermediate portion extending between the first and second attachment portions. In another aspect of this embodiment, one or both of the first and second attachment portions is configured to engage a fastener, such as a blind fastener, for attaching a part to the composite panel.

Abstract: A building system includes structural insulated panels having an inner insulating core such as of foam plastic or agri-board and strong thin facings such as of plastic impregnated/reinforced paper on opposed surfaces of the insulating core. The impregnated/reinforced paper provides the panel with high strength and facilitates attaching the panel to dimensional lumber or to similar adjacent panels. The opposed outer facings overlap/extend beyond the insulating core's edges in various configurations so as to provide several different panels, each adapted to satisfy a specific structural purpose. In a first configuration, three edges of the outer facings overlap respective edges of the insulating core for also overlapping a base plate, a top plate and an adjacent stud, panel, window or doorjamb.

Abstract: A manufacture or cell (20) formed by a closed case (21) of fabric material (23) in which a multiple number of meltable plastic pellets (24) are disposed and with which an electrical line (25), here in the form of lines (25-1, 25-2), combine in an interwoven assembly. Heat is applied to the pellets (24) via the electrical line (25) to melt them into a mass of substance that solidifies into a solid wall or thickness while concurrently adhering to the fabric material (23) so that the resulting structure is in a cast condition, transformed from its flexible state prior to application of the heat to pellets (24) into a wall-like member. The cell (20) is useful in application of constructing a habitable temporary living housing or shelter for victims arising out of a catastrophe.

Abstract: The present invention is a synthetic-core construction panel having a polyurethane core encased by a metal grid. The grid system comprises a first series of metal bars disposed in parallel to each other, equally spaced apart around the circumference of the core; a second series of metal bars, disposed in parallel to each other and perpendicularly to the first series of metal bars, equally spaced apart, are also disposed around the circumference of the core; and a plurality of diagonal cross-member reinforcements welded at their edges to each connecting point between the first series of metal bars and the second series of metal bars. The metal grid serves as a surface accepting masonry/plaster as a finish for the panel after installation. An apparatus for making the synthetic core construction panels is also described and claimed.

Abstract: A stiffener is provided for reinforcing a hollow structure having a pair of spaced walls with a pin extending across the walls. The stiffener includes a carrier member with a layer of expandable polymer which creates a structural foam when the polymer is later expanded. The stiffener could comprise a horseshoe shaped laminate shaped to fit over the pin of the hollow structure so that when the polymer is expanded it forms a structural foam intimately bonded to the pair of spaced walls.

Abstract: A stiffener is provided for reinforcing a hollow structure having a pair of spaced walls with a pin extending across the walls. The stiffener includes a carrier member with a layer of expandable polymer which creates a structural foam when the polymer is later expanded. The stiffener could comprise a horseshoe shaped laminate shaped to fit over the pin of the hollow structure so that when the polymer is expanded it forms a structural foam intimately bonded to the pair of spaced walls.

Abstract: A structural panel for use in building structures or in the formation, finish or decoration thereof includes an outer sheet and a connector sheet with a plurality of collapsible or compressible dividers therebetween. The panel in a rest condition is expanded and of a desired thickness for final use but can be compressed into a relatively thin thickness or profile for shipping purposes. The panel is very lightweight but structurally strong and can be selectively bent in one transverse direction if desired. The panel can be easily cut or formed into any predetermined size or shape.

Abstract: A prefabricated structural building panel is disclosed. The panel includes a first sheet having inner and outer planar surfaces. A plurality of structural ribs are disposed on the inner surface of the first sheet and are interconnected to form a geometric design having a plurality of chambers. The first sheet and the structural ribs are integrally formed as a single unit from a fiber and fly ash composite material. In preferred form, the cement composite includes a mixture of a commercial grade fly ash having a high lime content and a dry flue-gas desulfurized fly ash.

Abstract: A prefabricated structural system uses wall panels having a combination of cold rolled light gauge sheet metal and hot rolled tubular steel. Panels are stacked one on top of each other to form vertical wall assemblies and may be welded directly with their top and bottom members or include intermediate shear connectors. Shear resistance or resistance to lateral forces is provided by a single continuous metal sheet either flat or corrugated (a deck-type sheet) fastened to the steel studs or alternatively diagonal or V-shaped bracing. Connectors between the wall panels provide a gap for a continuous concrete floor. Vertical wall assemblies can be constructed with individual wall panels either on-site or off-site and then tilted up to form a completed building. The vertical assemblies are then connected together by connector beams or ladder frames.

Abstract: An isogrid structure formed from multiple face sheets (14) and multiple stringers (16). Each face sheet (14) and each stringer (16) being an individual component. Each stringer (16) having two or more joints for attachment to the face sheets (14). The face sheets (14) formed from flat sheet material and include a pattern of openings for attachment of the joints on the stringers (16). The geometry of the openings matching the geometry of the joints on the stringers (16). The assembled unit is formed by inserting each joint on a stringer (16) through its corresponding opening in a face sheet (14) and then bonding the joint to the face sheet (14).

Abstract: A frame for supporting steel cladding panels of steel clad doors and doors formed therewith, the frames comprising a pair of jambs connected by headers and sills, each jamb comprising a molded channel of composite plastic material having within the channel integral bracing extending between the channel side walls.

Abstract: A prefabricated wall panel for wood structures has a frame (1) which consists of two frame parts (2 and 3) and transverse links (4). The frame parts (2 and 3) consist of wooden boards (6) to (9) which define the outline of the frame parts (2 and 3). The frame parts (2, 3) can be stiffened by additional boards (10 to 12) which are arranged to run obliquely. Everywhere the boards which form the frame parts (2 and 3) abut one another they are joined to one another by nail plates (14, 15 and 16). The transverse links (4) which join the frame parts (2 and 3) to one another to form the frame (1) are likewise boards with a length which determines the distance between the frame parts (2 and 3) and the space which is available for heat and/or sound insulation. It is also advantageous that the prefabricated wall panel as claimed in the invention with its frame (1) can be assembled on site.

Abstract: This invention relates to an improved wall for resisting lateral forces imposed on a building that incorporates the wall. Specifically, this invention relates to a wall in a light-frame building having within it a sub-component specifically designed to resist lateral forces imposed on the building such as those caused by an earthquake or by wind loading. The wall is formed with a bottom plate that rests on the underlying structural component of the building. A plurality of vertically-disposed studs connect to the bottom plate, and a top plate is supported by and connects to the vertically-disposed studs. A shear-resisting assembly connects to the top plate and the underlying structural component. The shear-resisting assembly has top and bottom struts and first and second chords and a planar shear resisting element connected thereto.