Abstract: A system and method for an eatery having at least one table element and at least one seating element with a moveable and accessible platform on which the at least one table element and at least one seating element are arranged.

Abstract: A seal arrangement is provided for sealing an exposed edge of a composite laminate part having a fay surface configured to be joined to a structure. The seal arrangement includes a precured edge seal covering the exposed edge and a cover covering the edge seal. A seal bead located within a recess in the fay surface of the part forms a seal between the part and the structure.

Abstract: A building structure includes a core extending upright through and supporting the weight of one or more stories of the building structure, each story including one or more floor units, at least one story forming an outer peripheral portion, and an inner support portion through which the story is supported by the core via an interface along the perimeter of the core, wherein the horizontal cross-section of the core has a substantially circular external perimeter at the level of the interface, the interface and the inner support portion of the story, wherein at least one story is stiffened by a space frame extending from the inner support portion to the outer peripheral portion and making the story a self-supporting rigid body cantilevered off the core and structurally independent of all other stories, wherein the story transmits gravity-induced loads to the core via the interface only by means of vertical forces.

Abstract: A method for producing a support structure having a three-dimensional geometry curved in any manner, includes making at least one first and one second flat material piece. The geometry has curves in three directions that are orthogonal to one another, and the method includes the following steps: A. preparing the desired geometry, B. approximating the desired geometry, C. subdividing the geometry, D. defining at least one clearance region, E. defining a plurality of connection points arranged on the at least one first and one second part, F. defining chamfered edges extending between the polygonal cross-sections, G. developing the at least one first and one second part, H. cutting to length at least one first and one second flat material piece, I. chamfering, and J. connecting the at least one chamfered first material piece and the at least one chamfered second material piece.

Abstract: A pair of retaining members each comprise a paddle-shaped end portion and a retaining portion between which a wall panel is retained. The panel-shaped end portion has at least one channel and exit ports through which a fluid is capable of being injected in order to fluidize the soil beneath the retaining members, causing the panel-shaped end portion to sink into the soil and consolidating the soil surrounding the panel-shaped end portion. The shape and soil consolidation work to fix the panel in position, sometimes without the need for soil grouting or other soil consolidation processes that would be required, otherwise.

Abstract: The invention relates to a method for erecting a structure 0 comprising at least two prefabricated concrete elements 1, 2, the method comprising: installing a first concrete element 1; placing a second concrete element 2 with at least one spacer 4 maintaining a gap between respective end faces 104, 203 of the first element and second element; tensioning at least one bar 105, 3 held on the first and second elements and passing through the gap maintained by the spacer, and introducing a hardenable interface product 5 into said gap. The method thus makes it possible to move off the critical path relating to the erection the need to wait, between two assembly operations, for the joints between the assembled pieces to have hardened. Incidentally, a significant reduction in the time taken for erecting such a structure is obtained.

Abstract: A metal nailer with adjustable curvature preferably includes an upper member and a lower member. The upper and lower members start as strips of material. A plurality of first openings are formed adjacent a first edge of each strip. A plurality of second openings are formed adjacent a second edge of each strip. A plurality of fastener openings are formed in the lower strip and a plurality of fastener clearance openings in the upper strip. An upward bent fold is formed in a center of each of the plurality of first and second openings. First and second edges of the strips are bent to form a U-shape. The upper member is inserted into the lower member. The upper and lower members are attached to each other with a plurality of fasteners. The metal nailer with adjustable curvature may be bent in horizontal and/or vertical planes.

Abstract: This application describes insulated panel systems with first and second encapsulated foam core panels having foam cores, coated with or otherwise encapsulated in a shell material. Front and back overlap members may be fixed to the first encapsulated foam core panel or the second encapsulated foam core panel to allow the insulated panel system to removeably cover a container around a perimeter of the container (i.e., in a lateral direction relative to the container). A drip edge and overlap member may be fixed to the first encapsulated foam core panel to allow the insulated panel system to removeably cover a container vertically along a height of the container (i.e., in a vertical direction relative to the container).

Abstract: Disclosed are apparatus and corresponding methodology for providing a base support, such as including concrete, and used such as for a wind-driven generator. Precast concrete cylinders are stacked in place upon a platform that may be partially precast and partially cast in place during assembly and supported, in certain embodiments, by plural concrete legs, the other ends of which are supported on a unitary or subdivided concrete foundation. In other embodiments, the platform may be supported by ribbed concrete panels. The concrete cylinders are glued together using an epoxy and then secured by an internal vertical post tension system extending from the platform to the upper most cylinder. Different types of concrete are used between upper and lower sections of the stacked cylinders. The lower section uses reinforced concrete while the upper section used ultra high performance fiber reinforced concrete.

Abstract: Disclosed are apparatus and corresponding methodology for providing a base support, such as including concrete, and used such as for a wind-driven generator. Precast concrete cylinders are stacked in place upon a platform that may be partially precast and partially cast in place during assembly and supported, in certain embodiments, by plural concrete legs, the other ends of which are supported on a unitary or subdivided concrete foundation. In other embodiments, the platform may be supported by ribbed concrete panels. The concrete cylinders are glued together using an epoxy and then secured by an internal vertical post tension system extending from the platform to the upper most cylinder. Different types of concrete are used between upper and lower sections of the stacked cylinders. The lower section uses reinforced concrete while the upper section used ultra high performance fiber reinforced concrete.

Abstract: A support structure for conditioning systems, such as blowers and/or heaters, that are used with grain bins and a method for installing same. To aid in aligning the conditioning system and grain bin, one embodiment uses beams that are partially embedded in the grain bin's concrete foundation and extend from the foundation. By linking the grain bin's foundation with the support structure that carries the conditioning system, the grain bin and support structure are aligned with respect to each other. Any movement of the grain bin's foundation will cause concomitant movement of the support base to prevent misalignment between the grain bin and conditioning system as time goes on.

Abstract: A swimming pool has a plurality of wall panels secured together in an edge-to-edge relation to define the perimeter of the pool. At least one of the panels includes: a generally rectangular main body having a generally planar face forming a portion of a pool side wall; a pair of opposed edge flanges for juxtaposition with edge flanges of adjacent wall panels, the flanges extending from the plane of the body face at an angle differing from orthogonal by a small draft angle; and a plurality of elongated ribs extending along each flange of the at least one panel in a direction generally orthogonal to the plane of the body face.

Abstract: Provided is a sliding support and a system using the sliding support unit. The sliding support unit may include a fulcrum capture configured to attach to a support flange, a fulcrum support configured to attach to the fulcrum capture, and a baseplate block configured to support the fulcrum support. The system using the sliding support unit may include a pressure vessel, a pedestal bracket, and a plurality of sliding support units.

Abstract: A concrete container including a concrete footing including a shear key; a concrete wall inserted in the shear key; a plurality of footing reinforcing members inserted in the concrete footing on a support side of the shear key and extending above the concrete footing; a plurality of wall reinforcing members inserted in the concrete wall on a support side of the concrete wall and extending diagonally towards the concrete footing; a poured concrete moment connection substantially covering the plurality of footing reinforcing members extending from the pre-cast concrete footing and the plurality of wall reinforcing members extending from the wall.

Abstract: A safety component for a skating rink. The safety component comprises a body portion connectable to a transparent barrier located above dasher boards of the skating rink, wherein upon impact the body portion is capable of at least partially absorbing impact forces. The safety component further comprises a curved rink-facing surface that provides a substantially convex curved surface facing the skating rink. The curved rink-facing surface has a radius of curvature suitable for redirecting the impact forces away from the convex curved surface.

Abstract: A swimming pool assembly having a plurality of side wall panels certain adjacent ones of which have juxtaposed apertured edge flanges joined together by compression plates each having planar blade and a first plurality of pre-alignment fasteners extending away from the plane of the blade through aligned apertures in each juxtaposed flange and engaging a flange plate surface opposite the blade to temporarily align the side wall panels. Each compression plate further includes a second plurality of alignment towers passing through additional aligned apertures in each juxtaposed flange terminating in wedge receiving slots. Wedges, upon being forced into respective slots, clamp the flanges tightly together. Adjacent panel flanges may further include FML flat surfaces oriented to compensate for panel flange draft angle whereby adjacent panels when clamped together present generally coplanar pool surfaces.

Abstract: A prefabricated building that is easily assembled from plastic components or elements. These elements are formed in a shape that has special joining configurations to allow the elements to longitudinally slide into respective receiving grooves on an adjacent element to form the building structure. The elements have a surface inclination so that when they are joined to adjacent elements they give the building a cylindrical outer shape. Other elements are joined together in a similar fashion to form vertical walls to form the front and back of the building and dividing walls.

Abstract: A system for making a liquid-retaining wall, and such a wall, such as a swimming pool wall, from prefabricated plane panels, the system comprising assembly means for assembling together two consecutive vertically-disposed panels, a low belt which supports the panels, and a high belt which is fitted to the panels, the assembly means holding together two assembled-together panels while allowing one of the panels to move angularly relative to the other about a vertical axis, and also including angle-determining means for ensuring that at least two consecutive panels are at a determined angular orientation relative to each other, and further including stiffening means for stiffening the assembled panels wherein each angle-determining means is constituted by a part presenting two arms that form a determined angle relative to each other.

Abstract: A window well assembly for buildings and the like include at least a first well unit and a second well unit each having opposite first and second flanges at opposite ends of a retaining wall of each unit for securing the well units to a sub-grade foundation of the building. Preferably, the assembly has a plurality of releasable spacer couplings that are mated and carried between well units when the assembly is in a stored state, and has indexing features that are mated and carried between well units when the assembly is in an assembled state.

Abstract: The invention relates to a tool for preventing the vortex effect, comprising three corrugated tubes which extend helically from the upper end (2) of the tower (3), such as to cover only the upper part thereof. The helix pitch defined by the corrugated tube (1) along the length of the tower (3) is fixed using cords (5) which are attached at each revolution of the tube. The corrugated tube (1) is lifted with a cathead (6) which is disposed on the structure that is used to anchor (4) the tool to the tower (3), the structure comprising three T-shaped sections which form an X having sectors (9) fixed to the ends thereof. In addition, four legs (14) are welded to the aforementioned sectors and the tubes are wound around said legs.

Abstract: An apparatus and method for unloading a grain or particulate matter large capacity storage bin. The apparatus includes a bin with a cylindrical side wall. A relatively large opening is provided in the side wall. A box frame is generally vertically installed to the inside of the bin and intersects the opening in the side of the bin. A plurality of inlets into the box frame are spaced apart along the inner most side of the box frame. The box frame defines a channel that intersects with the opening in the bin. The plurality of smaller openings control the flow of particulate matter into the channel to allow control but fast unloading of the bin by gravity.

Abstract: For use with prefabricated pool wall panels that have a top flange extending outwardly from the pool cavity to attach a coping layer, an extender strip attachable to the top flange increases the effective width of coping support. The extender strips have a curvature conforming to the curvature of the wall panel. The extender strip includes a flat portion for supporting a coping layer and a flange portion adjacent the outside perimeter of the strip. The strip can be attached to the wall panel with the flange portion facing up or down, depending on the nature of the coping layer. The structure may also include horizontal support brackets and vertical support braces.

Abstract: The invention concerns a light transforming material, in particular for greenhouse walls, comprising as additive a barium and magnesium silicate of formula Ba3(1-x)Eu3xMg1-yMnySi2O8, wherein 0<x?0.3 and 0<y?0.3and 0<y=0.3. The material is capable of transforming solar energy of UV range into a red light. The material can also be used in paints and cosmetics.

Abstract: A grain bin floor support system having a plurality of interconnected support members. The support members are constructed from a monolithic sheet of structural metal stamped and formed having upper and lower horizontal rails spanning across and integrally connected by a plurality of transverse support columns. The rails include a longitudinally extending center segment and a stabilizing portion adjacent each end thereof. The stabilizing portions are configured to be folded out in opposite directions forming a non-planar self-supporting structure.

Abstract: An elongate flexible track is flexibly positionable from an initial straight configuration to a non-straight configuration having a horizontal, vertical or compound curvature in which it is lockable with locking elements. The track has a plurality of stud receiving components each being formed with a horizontal base wall having a longitudinal edge and a transverse edge, a side wall on a first side of the track and a side wall on a second side of the track, the side walls extending vertically from respective longitudinal edges of the base wall. The base and side walls define a space in which a stud end of an elongate stud can be mounted. Adjacent stud receiving components are joined by linking elements which include pivot elements about which the linking elements are adjustable in one or more directions. At least one locking elements passage is provided on each side of the track.

Abstract: A cover system for septic tanks adapted to be attached to the a septic tank and provide access for repair and maintenance. The assembly includes a base which is embedded into the concrete and provides a seal between the concrete and the base. A pipe member is joined to and sits atop the stationary base member. A wrap made of high density polyethylene surrounds the pipe and covers its corrugations to reduce outside forces upon the pipe. Finally, there is a top cover which is designed to engage the top of the pipe. Additionally, a channel is provided to catch the edge of the pipe and a seal is provided to prevent leakage between the pipe and cover.

Abstract: An apparatus and associated method for a header in a structural framing system comprising a pair of track members defining opposing receiving portions. A plurality of column members is disposed substantially transversely to the track members and joined thereto. A web member is receivingly engaged in the receiving portions and spans the column members. The track members can be characteristically longitudinally arcuate and the web member characteristically conformable to the arcuate shape of the track members. In one illustrative embodiment the track members can comprise a plurality of flexibly joined sections that are moveable to define a selected arcuate longitudinal shape. A retaining member is adapted for retaining the flexibly joined sections in the selected shape. A fixing member is adapted for fixing the web member to one or more column members and/or one or more of the track members after the track members achieve the selected shape.

Abstract: A hybrid arched overfilled structure includes a combination of pre-cast side elements and at least one cast-in-place crown sector element. The side elements are pre-cast generally in a horizontal orientation and subsequently lifted into place. The crown sector element is cast in place between the side elements. In one form of the invention, each of the three sections makes up about one-third of the overall arch span.

Abstract: A curved metal track for receiving a series of metal studs and forming a part of a curved metal wall. The track comprises a plurality of sections with each section being pivotally connected to an adjacent section. Structurally each section comprises a base plate having opposed first and second end portions. Formed in the first end portion is a slit or opening. The second end portion of each section is adapted to be inserted into the slit or opening of an adjacently disposed section. A pivot connector is utilized to pivotally connect the first end portion of one section with the second end portion of another section. There is also provided a pair of opposed stud tabs that extend normal to the base plate and which are adapted to be secured to the sides of a stud. By pivotally connecting the individual sections of the track, the track can be curved and accordingly can be configured to form a part of a curved metal wall.

Abstract: A precast panel for building reinforced concrete walls has a metal liner that forms a front surface of the panel. A concrete mass is disposed behind the liner. The panel has reinforcement structure within the concrete mass that can be used to provide continuity of reinforcement between adjacent panels. Edges on the concrete mass are recessed, facilitating the connection of a splice end on a reinforcing bar with a splice end on an adjacent panel. The liner, reinforcement structure, and concrete mass form a composite steel-concrete structure.

Abstract: A system for making a liquid-retaining wall, such as a swimming pool wall, from prefabricated panels, the system comprising at least assembly means for assembling together two consecutive vertically-disposed panels, a low belt which supports the panels, and a high belt which is fitted to the panels, the assembly means having the function of holding together two assembled-together panels while allowing one of the panels to move angularly relative to the other about a vertical axis, and also including angle-determining means for ensuring that at least two consecutive panels are at a determined angular orientation relative to each other as a function of the outline of the wall to be made, and further including stiffening means for stiffening the panels once they have been assembled to one another, wherein the wall is made up of plane panels which are equally suitable for being included in a rectilinear or in a curved portion of the outline of the wall to be made, and wherein each angle-determining means is const

Abstract: A swimming pool construction is of the type using metal fabricated walls and a plastics liner covering the walls and a rigid excavated pool base. The metal fabricated walls include spaced inner and outer panels defining therebetween a crawl space. The inner panels define the inner surface of the pool. The outer panels engage the surrounding soil. The panels are mounted on support members and rails supported on pairs of piles at spaced positions around the periphery of the pool. The panels are supported initially on bottom rails which are used as forms to cast a concrete layer therebetween. The panels are supported in spaced positions temporarily by a rigid arch form into which is cast a cast concrete arch allowing the rails and the arch form to be removed for re-use. The arch is cast integrally with a concrete floor which sits on supporting panels bridging the rails and resting on flat top supporting surfaces of the concrete piles.

Abstract: A framing assembly and associated method of orienting and supporting a plurality of framing studs for constructing a curved wall through the utilization of a base formed of a high strength, flexible and at least partially separable material comprising a plurality of base segments which are disposed in interconnecting relation to spaced apart outwardly extending the sidewalls disposed in substantially parallel relation to one another. The plurality of base segments are removably secured to one another but are separable when the base is disposed in an operative position defined by a curved orientation which substantially corresponds to the curved wall or like structure being formed.

Abstract: A concrete-protecting panel with integrated undercut protuberances which has an enhanced resistance to groundwater pressure. The protuberances or wing-element pairs (3) of the plastic panel (1) have spread wing elements (3) which may spread open even further in their top region 3.1. The wing elements 3 are connected to one another by a supporting web 4, of which the height is at least 70% of one wing-element pair. The wing-element pairs 2 are fastened on the base plate 5 of the protuberance-containing panel 1 via a foot widened in an arcuate manner.

Abstract: A concrete slab construction in which a building ring is used to isolate the slab from a column which supports upper parts of a building. The ring is placed on a concrete pier beneath the column. Concrete may be poured to form a slab outside of the ring and also inside the cavity formed within the ring. The column maybe placed directly on the pier before the ring is filled with concrete or on the concrete which is poured inside the ring. The ring may be tapered from bottom to top to enhance isolation of the column and pier from the slab. The ring may be adjustable in diameter and height and may have a fastening foot for securing the ring in place on the pier.

Abstract: A concrete slab construction in which a building ring is used to isolate the slab from a column which supports upper parts of a building. The ring is placed on a concrete pier beneath the column. Concrete may be poured to form a slab outside of the ring and also inside the cavity formed within the ring. The column may be placed directly on the pier before the ring is filled with concrete or on the concrete which is poured inside the ring. The ring may be tapered from bottom to top to enhance isolation of the column and pier from the slab. The ring may be adjustable in diameter and height and may have a fastening foot for securing the ring in place on the pier.

Abstract: The invention relates to an above-ground storage tank having a leakage protection lining for storing media posing a hazard to water, and to a process for equipping and particularly refitting an existing above-ground storage tank with a lining protecting it against leakage. The lining can be mounted permanently and vacuum tight on the walls of the tank. A medium-resistant foil almost completely covers the tank bottom and extends up into the lower zone of the inner side of the tank wall. This foil is secured around the outer limitation of the tank bottom by a clamping device. An insert covers the tank bottom and extends up to the clamping device.

Abstract: A foundation element in the form of a rigid monolithic prefabricated frame which includes at least two opposite containing side walls and cross-members interconnecting the two side walls so as to form a casting through-cavity between these two walls. The frame is intended to be located on the ground with the interposition of adjustable support devices and is intended to receive a hardenable fluid binder material poured into its through-cavity and adapted to spread onto the ground between this and the side walls and to fill the cavity, encapsulating the cross-members and the iron rods or other connecting members for connecting a superstructure element. Also provided are prefabricated structures including prefabricated tunnels, with foundation elements formed by means of the said prefabricated frames.

Abstract: A foundation element in the form of a rigid monolithic prefabricated frame which includes at least two opposite containing side walls and cross-members interconnecting the two side walls so as to form a casting through-cavity between these two walls. The frame is intended to be located on the ground with the interposition of adjustable support devices and is intended to receive a hardenable fluid binder material poured into its through-cavity and adapted to spread onto the ground between this and the side walls and to fill the cavity, encapsulating the cross-members and the iron rods or other connecting members for connecting a superstructure element. Also provided are prefabricated structures including prefabricated tunnels, with foundation elements formed by means of the prefabricated frames.

Abstract: A foundation element comprises a rigid monolithic prefabricated frame (10) which includes at least two opposite containing side walls (12) and cross-members (14) interconnecting the two side walls (12) so as to form a casting through-cavity between these two walls (12). The frame (10) is intended to be located on the ground (G) with the interposition of adjustable support devices (22) and is intended to receive a hardenable fluid binder material (36) poured into its through-cavity and adapted to spread onto the ground (G) between this and the side walls (12) and to fill the cavity, encapsulating the cross-members (14) and the iron rods (34) or other connecting members for connecting a superstructure element (32). The invention also relates to prefabricated structures including prefabricated tunnels, with foundation elements formed by means of the said prefabricated frames (10).

Abstract: A bulkhead door seal is a sealing device that provides effective sealing of the interface between a bulkhead door assembly and a top of a concrete foundation wall to which it is attached. It prevents air and water from intruding into basement spaces around the bulkhead door assembly. The present invention is made of a flexible material that is very durable in all types of climates and will not break down over time. It is positioned between the bulkhead door assembly mounting flange and the top of the foundation wall. It may be configured with an inner vertical lip so that driving rain will not enter the interior of the door assembly, a flat mounting surface to accept a door assembly mounting flange, and a sloping exterior surface to shed water off the foundation wall. The device may be manufactured in strips that are cut on the building site to custom fit the bulkhead and door assembly.

Abstract: A runner for maintaining at least two studs in a predetermined relationship relatively to one another so as to allow for the construction walls presenting a laterally curved portion, walls erected in a space where the distance between a floor and a ceiling varies or half walls having a figured upper end. Each runner includes at least two stud receiving components. Each of the stud receiving components is configured and sized for receiving one of the stud end portions. Each stud receiving component is provided with a linking structure mounted thereon for mechanically linking with an adjacent stud receiving component while allowing the linked stud receiving components to be angled relatively to each other. Each stud receiving component has a generally U-shaped cross-sectional configuration defining a base wall. The base wall has a base wall peripheral edge.

Abstract: An extension collar suitable for engagement with an upper ledge of an invert liner positioned within the canal bed of the base of a manhole or catch basin structure. The extension collar is replaceable and is suitable for use in either new construction or rehabilitation of the manhole structure. A plurality of extension collars may be sealably stacked one on top of the other to create a corrosion resistant barrier at a desired height from the bottom of the base of the manhole or catch basin.

Abstract: An enclosed structure for housing large telescopes and other scientific equipment. The enclosed structure includes a circular base and a dome-shaped cover. The sides of the structure are provided by overlapping cylindrical sections which are vertically movable in telescope fashion with respect to one another. The cylindrical sections are supported by vertical posts disposed around the perimeter of the structure and can be vertically displaced by electric motors operating drive shafts disposed within the vertical posts.

Abstract: A runner for maintaining at least two studs in a predetermined relationship relatively to one another so as to allow for the construction walls presenting a laterally curved portion, walls erected in a space where the distance between a floor and a ceiling varies or half walls having a figured upper end. Each runner includes at least two stud receiving components. Each of the stud receiving components is configured and sized for receiving one of the stud end portions. Each stud receiving component is provided with a linking structure mounted thereon for mechanically linking with an adjacent stud receiving component while allowing the linked stud receiving components to be angled relatively to each other. Each stud receiving component has a generally "U"-shape.

Abstract: A method and apparatus for framing and supporting curved wall structures including a leg member attached to a web member to form a basic frame support assembly. The web member includes a mounting surface which terminates at a curvilinear edge, while the leg member includes spaced-apart notches which collectively define multiple tab portions. The tab portions are bent such that they are skewed relative to a remaining support portion of the leg member. The support portion of the leg member is conformed to the curvature of a curvilinear edge of the web member, and the tab portions are fastened to the mounting surface of the web member. This process can be repeated for additional leg members at additional curvilinear edges that may be present on the web member. In another aspect of the invention, elongated frame members, which serve as support studs, may be attached to the basic frame support assembly.

Abstract: A method of farming comprises collecting waste material such as manure from animal farming, or effluent from food processing plants or the like in a closed container, stirring and aerating the material within the container and adding yeast and phosphoric acid to increase aerobic bacterial activity while reducing anaerobic bacteria and rendering the material into a pumpable liquid. The collected manure is stored in a cylindrical container having a plastics liner and roof and is used as a fire suppressant material for dowsing fires in the farm buildings by providing a pump and hose on the container or hydrant located adjacent to the buildings.

Abstract: An apparatus for mounting a scrubber pressure vessel to a base. The scrubber has a skirt which is mounted directly onto the base. The base has two orthogonal longitudinal beams. The beams are oriented with respect to the pressure vessel such that the forces directed to the scrubber by its attached piping are parallel to one of the beams. The skirt is attached to the base on the longitudinal axes and the connections may vary in stiffness such that the natural frequencies of the system along both axes can be adjusted to avoid the operating frequency which would otherwise result in resonance.

Abstract: A method of and wall sheet for building up a silo with lining and a method of manufacturing wall sheets for such a silo. The wall sheets are pre-formed wall sheets, comprising a base sheet and a sheet of lining material, bonded thereto in a slightly staggered manner. The lining material covers a number of bolt holes of the base sheet and already fitted in the covered bolt holes are fastening means, secured against rotation and also covered by the lining material. After the wall sheet has been mounted, free edge strips of the layer of lining material fall over uncovered edge zones of adjacent wall sheets. Connecting sheets of lining material are welded together along the edges, and, if necessary, the overlapping strips are bonded to the subjacent wall sheets.

Abstract: A building system for wall construction utilizes a prefabricated panel having two layers of foamed insulating sheets sandwiched around a layer of concrete or other cementitious material. Channels are cut into an interior face of one of the panels. The channels receive cement, which provides a reinforcing structure when hardened. Steel vertical channel studs encase the sandwiched layers on two sides of the panel. The vertical channel studs have a vertical surface which is fastened to a similar, opposing vertical channel stud of an adjoining panel to effectively create a vertical I-beam support when the panels are assembled together. The panels of the invention can be readily transported to a worksite, assembled, and finished on-site with a stress-skin to yield a wall which is extremely rigid, insulative, and resistant to forces such as fire, water, termites, and impact.