Abstract: A steel-structure building envelope includes a building body, floor slabs, and external walls. The building body has H beams and decks. The decks are assembled onto the H beams. The floor slabs have RC slabs laid on the decks. The external walls each have an RC curb formed on the RC slab by means of casting, two steel C profiles, one of which is installed on the RC curb with an opening thereof facing upward, and the other of which is mounted on the deck with an opening thereof facing downward; and an outer wall panel and an inner wall panel, attached to opposite sides of the RC curb and the two steel C profiles, respectively, so that a hollow space is formed between the outer wall panel and the inner wall panel. Thereby the external walls have a two-layer structure and are affixed directly to the floor slabs.

Abstract: A flanged interlocking molding is provided for use in toilet partitions or other partitions, and which eliminates the sight lines along each edge of the partition door. The flanged interlocking molding, formed of a single piece of material can be arranged on a component of the partition, such as a door and/or a pilaster. The flanged interlocking molding comprises a body portion; a first arm extending from a first edge of the body portion; a flange comprising include parallel layers of the metallic material including a first layer extending in a first direction away from the body portion, and a second layer extending from the first layer in a direction opposite the first direction; and a second arm extending from the second layer of the, the second arm including an edge arranged parallel to an edge of the first arm with a gap formed therebetween.

Abstract: A collapsible casket viewing barrier includes a first transparent shield pivotally connected to a second transparent shield. The transparent shields are disposed within supporting frames that are connected via one or more hinges. Each supporting frame includes attached support legs, which may be telescopically adjustable and include wheels for easy transport. The first supporting frame and the second supporting frame are configured to move between a deployed configuration for use and a collapsed configuration for storage. When deployed during a funeral service, the collapsible casket viewing barrier can be positioned adjacent a casket such that the longer first transparent shield extends lengthwise along the casket while the shorter second transparent shield extends perpendicularly along the upper end of the casket. The casket is shielded in a way that allows individuals to view the deceased while reducing the transmission of germs.

Abstract: A vertical joint system for substrates is formed with joints and which engaged by relative motion in a direction perpendicular to major surfaces and of the substrate. The joints are configured to enable relative rotation of up to 3 degrees while maintaining engagement of the joints. The joints and are further configured to form two locking planes one on each of the inner and outer most sides of the joint. Engagement about the locking planes is provided by transverse outward extending surfaces. At least one surface in each pair of engaging surfaces is smoothly curved. The joints and can be further arranged to provide a third locking plane parallel to and between the locking planes. The joints are disengaged by combination of a downward rotation of one joint relative the other then application of a downward force.

Abstract: A freestanding booth comprising upstanding peripheral walls, a roof and a base upon which the booth stands in use, one of the walls defining an opening that is closed by a door, wherein the base extends along a basal edge of a first of the walls, the first wall being fixed to the base via a first levelling assembly, the first levelling assembly comprising a first height adjustment mechanism and a second height adjustment mechanism that are spaced apart from one another in a longitudinal direction of the basal edge of the first wall and are independently adjustable for altering an angle of the basal edge of the first wall relative to the ground.

Abstract: An underground storage vault having a hatch affixed to a hatchway. The underfloor storage vault may be incorporated into a larger structure such that the surface of the vault's hatch may be flush with the surrounding floor, allowing for the hatch to be easily concealed. Once the concealment has been removed, fasteners can be undone so that the hatch can be removed from inhibiting access to the hatchway. Valuables and possessions can be stored in the vaults storage compartment and safely secured by re-affixing the hatch to the vault's hatchway.

Abstract: A modular enclosure structure having at least three walls and comprised of at least three elongated posts selected from at least two elongated upright/vertical posts. Each post has a longitudinal hollow a flexible and durable compacted sheet material therein and wherein a narrow longitudinal through-slot aligned with the free end of each of the compacted sheet materials. Sheet material in each hollow is able to be externally drawn and retracted with manipulation of the free end. The free end of each sheet material has a latching member attached to either an elongated upright/vertical post member, having at least two latching members or to the two elongated posts having hollows and also cooperative latching members, wherein walls of sheet material are externally drawn from the posts with compacted sheet material to form an enclosure comprising at least three walls of sheet material.

Abstract: A moveable acoustical panel is disclosed for location on a surface comprising a frame having a lower support supporting an upper horizontal support by a first and a second vertical support. A first and second pair of support leg extends angularly from said first end of said frame with first and second plurality of rolling members secure thereto for enabling said frame to be moved along the surface. A flexible acoustical blocking material for blocking acoustical sound is secured to the supports.

Abstract: Light weight fiber-reinforced polymeric structural building panels and methods; sized, configured for fabrication of non-portable wall structures permanently fixed to natural base. The panel main body, and studs, can be fabricated separately, then assembled to each other to complete panel fabrication. Methods for making the main body are hand lay-up, or pultrusion. Studs are typically pultruded, and subsequently prepared having consistent thickness, flat surface, across the width of the stud end wall which is to be mounted to the main body. Foam blocks are between inner and outer layers of the panel. Foam blocks can be prepared in block clusters before assembly to the main body. In the main body, a fibrous layer is between each pair of next adjacent foam blocks. Intercostals extend “y” and “z” dimensions transverse to the length of the main body. Studs can be mounted to the main body using adhesive, mechanical fasteners, or both.

Abstract: A method of manufacturing a kit for a cold storage room includes the following steps: determining one or more dimensions of the cold storage room; providing continuously manufactured insulation panels, cut to have a length based on the dimensions of the cold storage room, and having alignment structures formed thereon; cutting one or more of the continuously manufactured insulation panels to have a width based on the dimensions of the cold storage room and to form one or more joints; forming connecting structures on one or more of the continuously manufactured insulation panels, the connecting structures configured to form one or more joints; and providing connection hardware configured to mate with the connecting structures and to form one or more joints.

Abstract: A noise barrier system and method for quickly and modularly installing or erecting a temporary sound interruption wall. The system can include one or more panels each, a leveling bracket adjustably mountable to a support member, a clamping bracket for mounting a panel to a support member, a double clamping bracket for clamping a pair of panels together and mounting them to a support member, and a panel clamp for clamping a pair of panels together. The leveling bracket can include a support wall to support portions of adjacent panels, and an arm for removably securing to a flange of the support member. The panel clamp, the clamping bracket and the double clamping bracket can each include open channel configuration configured to receive a single portion of a panel or portions of pair panels, and a slidably adjustable clip for securing the portion of the panels therein.

Abstract: A lightweight, interlocking, freestanding, reconfigurable, all-weather wall system for use in law enforcement, emergency services, and military training. The wall system may comprise a plurality of wall panels and a plurality of panel interlocking connectors capable of temporarily connecting two or more wall panels. The modular wall system may be capable of being assembled and disassembled without the use of tools.

Abstract: A vacuum adiabatic body includes a first plate, a second plate, a seal that seals the first plate and the second plate to provide a space between the first plate and the second plate in a vacuum state, a support including at least a pair of support plates that maintain a distance between the first and second plates, a thermal insulator including at least one radiation resistance sheet provided between the pair of support plates to reduce heat transfer between the first plate and the second plate, and an exhaust port through which a gas in the space is exhausted.

Abstract: Disclosed is a substantially rectangular plinth member for installation at the base of a fence to at least partially close a space between the fence and a ground surface underneath the fence. The plinth member is elongate and comprises a first major surface and an opposite second major surface. The plinth member has a major axis and a minor axis extending perpendicular thereto, the major and minor axes defining a notional centre plane of the plinth member. The plinth member has first and second end margins at its respective opposite ends along the major axis and third and fourth end margins at its respective opposite ends along the minor axis. A plurality of substantially parallel stiffening formations are defined by portions of the plinth member that are displaced from the notional centre plane, extend between the first and second end margins, and are spaced apart between the third and fourth end margins.

Abstract: A vehicle, in particular a rail vehicle, has cladding modules for cladding a body shell-side vehicle lateral wall and/or vehicle roof. The cladding modules, or at least a majority of the cladding modules of the vehicle, either have a first width or a second width which is smaller than the first width, and the difference between the first and second width corresponds to half of the width of at least one partition module which is mounted in the vehicle and which is mounted between two of the cladding modules or is arranged on an interface between two directly adjacent cladding modules, in particular the partition module is placed in front of the interface when seen in the vehicle transverse direction and covers the interface.

Abstract: Disclosed are shelters and shelter systems that may be conveniently and rapidly deployed. In certain aspects, the shelter systems disclosed herein are self-contained when configured in a stowed configuration and may be rapidly deployed by one or more users without the use of tools, thereby making them particularly useful for deployment, for example, in disaster-stricken areas. Also disclosed are composite insulating materials that may be used to construct various structures, including the shelters and shelter systems disclosed herein.

Abstract: Methods for manufacturing a composite concrete structure are provided. A method can include utilizing a shell formwork with a displacement piece positioned therein. A first type of concrete can be placed in the shell formwork around the displacement piece. The displacement piece, when removed, leaves a void that is fillable with a second type of concrete for form the composite concrete structure. A reinforcement cage or reinforcement rods can be incorporated into the void prior to placement of the second type of concrete.

Abstract: A transportable building unit, and a method for constructing the same, which has sufficient strength to resist bending and other forces that otherwise may cause damage during transport, as well as a transportation system and method for transportable building units.

Abstract: The present invention relates generally to modular demountable wall systems and more particularly, to a flexible and versatile demountable wall system for where control of air pressure and contaminants may be required.

Abstract: Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of non-portable wall structures permanently fixed to the ground, optionally tying overlying structure to an underlying footer through such panels and panel assemblies. Fiber schedule and fiber orientation in the panels provide enhanced properties of the panels. Fibers are typically oriented within 15 degrees of a top-to-bottom direction in the panel providing, in part, enhanced top-to-bottom crush strength of a panel/wall per length dimension related to mass of the panel/wall per unit length and/or limited deflection of the panel/wall. Panels of the invention also have a bias to deflect toward the surface of the panel which faces outwardly of the building, toward the backfill soil which faces the panel, outside the building.

Abstract: A system for providing an in-ground installation of a portable spa using a Spa Vault assembly.

Abstract: A modular assembly capable of converting from a shipping container configuration into a building unit, and from a building unit into a shipping container configuration. From the shipping container configuration, a plurality of frame panels and unit panels moveably connected to a frame of the modular assembly are selectively positioned to form the floors, walls, and ceilings of the building unit configuration thereby forming a living and/or commercial structure complete with electrical, water and sewage connections. The assembly may include an automated erection system, which may include a system of electric motors, gears, pulleys, cables, automated mechanical arms and electronic controls, located within the container structure of the modular assembly, and which interact with a plurality of frame panels and unit panels to deploy and retract the plurality of frame panels and unit panels for constructing the shipping container configuration and building unit configuration.

Abstract: Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of wall structures. Fiber schedule and orientation in the panels provide enhanced properties of strength of a panel/wall per unit dimension relative to FRP layer thickness and/or mass of the panel/wall per unit dimension. Panel profiles as molded having draft angles, and molds to make such profiles, enhance panel fabrication.

Abstract: A modular building panel preferably includes a plurality of lengthwise members, two end members, four corner members and a surface panel. Each lengthwise member and end member includes a first flange, a base member and a second flange. Preferably, two rows of base holes are formed in the base member and one row of first flange holes is formed in the first flange. The base and flange holes are sized to receive fasteners for assembling a plurality of modular building panels in either parallel or perpendicular orientations. Both ends of the lengthwise members are modified for insertion into the two end members. The second flanges of the lengthwise and end members are attached to the surface panel with fasteners. The four corner members are inserted into four corner cavities created by the junction of the two outside lengthwise members and the two end members and secured thereto.

Abstract: A prefabricated house including two or more modules including a core module having a fixed space portion and a passive space portion. The fixed space portion includes non-foldable walls. The fixed space portion has a functionality beyond providing volume. The passive space portion has one or more foldable panels. Each foldable panel is movable from a first, closed position to second open position.

Abstract: A pre-cast panel has forms mounted thereon for forming post-like flanges and a footing. Upon erection of an array of panels, the flanges and footing may all be cast on-site, with appropriate reinforcing/coupling means present within the form core volumes, by filling such forms with binder material such as concrete. Optionally, an upper beam may also be formed in a similar manner, the pre-cast panel being provided with an upper beam form which is attached to the wall portion of the panel and interconnected to the previously described forms.

Abstract: Designed for office interior environments and layouts, there is provided a module wall system that comprises a module having a number of cavities and opposite cavities. The modules may include board plates, lateral plates, cover plates, and internal rails that are built to accommodate cables and utilities. The internal rails may be posted throughout the length of such modules and may interconnect with columns. The cavities may have cover plates positioned conveniently to form a structural, functional and decorative composition. The modules are interconnected, structured and fixed with the columns, which can be posted vertically and sitting on feet, to provide better stability. The columns are hollow and fitted with removable column cover for access to wiring or complementary accommodation of decorative objects. Modules may form various convenient work areas or cubicle layouts with functional and aesthetic environments.

Abstract: Systems and methods providing a modular building having pre-fabricated panel wall components are easily assembled to form a predetermined, energy efficient structure that provides for mating alignment and securement of the modular panels with each other along their adjoining seams.

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: Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of wall structures permanently tied to the ground, optionally tying overlying structure to an underlying wall using such panels and panel assemblies. Fiber schedule and orientation in the panels provide enhanced properties of strength of a panel/wall per unit dimension relative to FRP layer thickness and/or mass of the panel/wall per unit dimension.

Abstract: A system suitable for making buildings, comprising: modular, easily to assemble components which are in the form of polylateral frames and which consist of at least three sub-components, each formed by standard elements having means for reciprocal coupling. Said standard elements having a core made of co-polymeric material and being coated by a common skin-like layer made basically of carbon, glass-fiber compositions.

Abstract: A modular building is produced from base elements that include skeleton structural elements, from which a skeleton structure is formed, and planar elements with at least wall, floor, and ceiling elements attached to the skeleton structure. The skeleton structure elements are detachably connected to each other to form the skeleton structure and the planar elements are detachably connected to the skeleton structure and to each other. A method for producing a modular building that is produced from base elements, with a skeleton structure and planar elements, which include at least wall, floor, and ceiling elements being produced and/or provided as the base elements. The skeleton structure elements are detachably connected to each other to form the skeleton structure and the planar elements are detachably connected to the skeleton structure and/or to each other.

Abstract: A portable shelter made from two corrugated plastic sheets. Each sheet has score lines that define a floor panel, two wall panels, and two roof panels. The two sheets are overlapped, and the panels are bent along the score lines to form the walls and roof. Each panel is secured to the adjacent panel with tabs and seam members to form standing seams that are secured by fasteners. An opening in the roof provides ventilation, while a cap over the opening blocks precipitation from entering. The entire structure is secured in place with stakes that are inserted through the floor into the ground. Solar panels can be affixed to the shelter to provide electrical power.

Abstract: An interior partition system for a structural frame building is disclosed. The structural frame building has a ceiling line that defines a ceiling height of occupiable space within the structural frame building. The interior partition system includes a first, or upper, modular partition assembly and a second, or lower, modular partition assembly. A receptor structure is configured to connect the first modular partition assembly to the second modular partition assembly. The first modular partition assembly has a vertical dimension that exceeds the ceiling height.

Abstract: Light weight fiber-reinforced polymeric (FRP) structural building panels and panel assemblies, sized and configured for construction of wall structures. Fiber schedule, layer securement, and orientation in the panels provide enhanced properties of strength of a panel/wall per unit dimension relative to FRP layer thickness and/or mass of the panel/wall per unit dimension.

Abstract: Structural columns are fastened to one another vertically. Wall panels may be fastened to the structural columns so that load is transferred through the structural columns rather than vertically between the wall panels.

Abstract: Wall panels and building walls, comprising inner and outer layers, and spaced reinforcing webs extending between the inner and outer layers. Optionally studs extend inwardly from the inner layer away from the outer layer with one of the stud legs on each stud being aligned with one of the reinforcing webs, or the building load delivered to an underlying footer varies less than 50% per 10 foot length of the wall, or height of the wall varies no more than 0.25 inch over a 40 foot length of the wall. The resulting wall panel can provide tough, water-proof, otherwise weather-proof, building systems and buildings.

Abstract: A prefabricated house including two or more modules, each module having one or more foldable walls. The foldable walls have one or more multi-frame openings. The two or more modules are structured to be joined at one of the one or more multiframe openings.

Abstract: A tough, water-proof building system, and methods of making the system elements and constructing buildings, which provides wall, ceiling, and floor structural panels and corresponding walls, ceilings, and floors. The walls can be designed to have vertical and horizontal strengths sufficient to be used in place of concrete, as an engineered solution, both above grade and below-grade, including in severe weather conditions, such that no concrete need be used except for floor slabs. Panels have inner and outer layers, and structurally reinforcing members. Structurally-reinforcing members extend, typically as a layer and/or stud, the full height of a wall, at spaced locations along the length of the wall. Spaces between the structurally reinforcing members are optionally filled with rigid foam. An optional reinforcing stud is attached to, or overlaid by, the inner layer, and extends inwardly into the building from what is otherwise the inner surface of the building panel.

Abstract: Multi-story buildings assembled from pre-cast concrete components produced in a component factory to form earthquake-resistant buildings with lower cost and faster construction time. The multi-story building structure comprising a plurality of piles and pile caps; prefabricated concrete column components; prefabricated concrete beam components; prefabricated concrete floor components; prefabricated concrete stairs components and prefabricated concrete wall components. Each pile cap unites at least two piles to one column; each column component has a groove on each side of the column component for placement of the corresponding sides of prefabricated wall components; and each beam component comprises grooves on the bottom and top sides of the beam for placement of wall components; and openings are located in the body of the beam. Floor components, stairs components, and wall components are made of concrete that are pre-cast with a predetermined shape, size and strength as described.

Abstract: A method of constructing a building or building appurtenance, optionally without structural use of concrete except for floor slabs. The method contemplates excavating a hole to establish a natural base on which the structure is to be constructed, establishing layout locations where upright walls or other supports of the structure are to be erected, establishing a fabricated footer, optionally a fiber-reinforced polymeric footer, along the laid-out locations of the supports, placing pre-fabricated load-bearing fiber-reinforced polymeric building panels or other supports on the fabricated footer, and connecting the pre-fabricated wall panels or other supports to each other according to the structure plan thereby developing load-bearing walls or other supports, and erecting overlying structure on the load-bearing walls or other supports.

Abstract: A tough, water-proof building system provides wall, ceiling, and floor structures, as well as accessories. The walls can be designed to have vertical and horizontal strengths sufficient to be used in place of concrete, as an engineered solution, both above grade and below-grade, including in severe weather conditions. Walls have inner and outer layers, and structurally reinforcing members extending, typically as a layer and/or stud, the full height of the wall, at spaced locations along the length of the wall. The spaces between the structurally reinforcing members are optionally filled with insulating foam. An optional reinforcing stud is attached to, or overlaid by, the inner layer, and extends inwardly into the building from what is otherwise the inner surface of the building panel/wall panel. A building floor can be supported from the load-bearing wall, at locations on the floor support members which are below the top of the load-bearing wall.

Abstract: A floor support for a grain bin floor made from a sheet of galvanized steel having a top surface, a bottom surface and flat ends. The floor support has a plurality of flanges and notches disposed within the top surface and a plurality of openings disposed through the sheet of galvanized steel. Positioned between each opening is a first bend. Positioned on either side of selected first bends is a second bend thereby forming a z-shaped floor support.

Abstract: A plurality of framework supporting decorative panels. The framework is interconnected collectively so as to form a modular, ornamental, closed plane structure.

Abstract: A modular wall panel have a wall face, a top cap, a bottom pan and two side framing studs at the perimeter sides extending vertically from the bottom pan to the top cap are all constructed integrally. The side framing studs also define a surface for at attaching finishing strips that extend from the base pan to the top cap. A foundation wall is constructed from a plurality of modular wall panels. The wall panels may also have interior vertical reinforcing studs with surfaces for attaching finishing strips at regular intervals. The panels may include a support column for a cross wall beam or for a support beam over a door frame opening.

Abstract: Methods of fabricating wall panels by generally continuously pultruding a wall panel profile comprising inner and outer layers, and spaced reinforcing webs and/or foam extending between the inner and outer layers, optionally studs extending inwardly from the inner layer, away from the outer layer. The so-continuously pultruded wall panel optionally has male and a female edges. The wall panel is periodically cut for wall panel height, thereby creating an ongoing stream of cut wall panels. The panels are advanced through a corner index station, and indexed at right angles while maintaining orientation of the panels. The wall panels leave the indexing station edge-to-edge. Resin is applied to facing edges of adjacent wall panels. Adjacent wall panels are joined to each other at the facing edges, to make a generally continuous wall panel. The so-joined wall panel is cut to desired lengths.

Abstract: A tough, water-proof building panel, made of fiber-reinforced polymer, is useful in making structural walls, ceilings, and floors of buildings. Upstanding such walls can have vertical and horizontal strengths sufficient to be used in place of concrete, as an engineered solution, both above grade and below-grade, including in severe weather conditions. Panels effectively have inner and outer layers, and structurally reinforcing members. Structurally-reinforcing members extend, typically as layer and/or stud, the full height of the wall panel, at spaced locations along the length of the panel. Spaces between the structurally reinforcing members are optionally filled with rigid thermally insulating foam. Optional reinforcing studs are attached to, or overlaid by, the inner layer, and extend inwardly into the building from what is otherwise the inner surface of the building panel. Panels can be made by e.g. assembling pre-fabricated blocks and/or webs, by evacuating a mold, and by pultrusion.

Abstract: A system for providing both partial-height and full-height wall modules can include a plurality of wall module portions. The plurality of wall module portions can include lower wall module portions and upper wall module portions. A lower wall portion can be configured with a top bracket upon which a trim cap can be placed to form a partial-height wall module. One or more upper wall module portions can also be stacked on the lower wall module portion to form a full-height wall module.

Abstract: A prefabricated container house includes a container type main frame member when on a chassis capable of being pulled by a trailer truck; and dwelling forming members which can be housed in the main frame member, and which can be drawn out of the main frame member at an installation site, and assembled into a house.

Abstract: A modular enclosure may include a number of components, such as floor panels, wall panels and roof panels, which may be interconnected to form a structure such as a shed. For example, the shed may include wall panels with connecting portions that are sized and configured to allow adjacent wall panels to be interconnected. The wall panels may also include outwardly extending projections that allow the wall panels to be connected to the floor panels. In addition, the wall panels may include receiving portions that may receive portions of the roof panels, such as an outwardly extending lip. Advantageously, a truss may extend through the receiving portions in the wall panels and the truss may include a channel that is sized and configured to allow any water that enters the shed through a roof panel seam to be removed from the shed.