Abstract: A construction block unit includes a construction block including a bottom plate having a rectangular shape, sidewalls attached to each side of the bottom plate via hinges, wherein the sidewalls rotate on the hinges from a position planar with the bottom plate for storage to a position perpendicular to the bottom plate to form a receptacle configured to receive and contain a weight, and a pair of interlocking portions, each at opposite sides of the construction block to fasten the sidewalls in the position perpendicular to the bottom plate. Each of the pair of interlocking portions is shaped to receive a corresponding interlocking portion of a second construction block by vertically sliding the corresponding interlocking portion into the interlocking portion.

Abstract: The present disclosure discloses a modular building for civil use, which comprises a wall panel (6), a floor panel (5), a vertical column, and a foundation block (1). A protrusion (11) is provided at a center of a bottom surface of the foundation block (1), and a recess (12) is provided at a center of a top surface of the foundation block (1). A protruding post matched with the recess (12) of the foundation block (1) is provided at a bottom part of the vertical column. An engagement structure for connecting with the wall panel (6) and/or the floor panel (5) is provided on the vertical columns.

Abstract: A building element is provided which comprises a panel of non-metallic material having a pair of flat and parallel faces, namely a top face and a bottom face, and a plurality of lateral faces extending between the flat and parallel faces, at least one beam of metallic material, having a pair of opposed faces, namely a proximal face and a distal face, and a plurality of connection elements of metallic material that rigidly connect the at least one beam to the panel. Each beam is arranged along a respective lateral face of the panel with the proximal face in contact with the lateral face. Each connection element is a plate element comprising a first portion, which is inserted into a respective seat provided on a respective lateral face of the panel and is fixed therein by an adhesive, and a second portion which protrudes from said respective lateral face.

Abstract: A system, method, and apparatus for simulating immersion in a confection may comprise a container, a plurality of fanciful elements removably positioned within the container, and one or more structural elements attached to the container. In some embodiments, the present invention may further comprise a platform that may be configured to support one or more surfaces of the container. In some embodiments, the fanciful elements may be synthetic multicolored sprinkles.

Abstract: A modular system for forming a floor or platform. The modular system may have vertical dividers for forming divided sections. Multiple horizontal sections are positioned in a side by side arrangement and connected with connectors to form the platform or floor in a desired shape and coverage. Vertical dividers inserted into the horizontal sections and retained in the horizontal sections provide separation of the modular system into compartments.

Abstract: A composite member includes a metal sheet having a bent portion formed by bending, and a resin member joined to at least a part of the bent portion. The metal sheet includes an opening provided on an inner side of the bent portion, and a tapered recess that tapers off from an outer side of the bent portion toward the opening. The resin member includes an inner resin part filled in the recess, and an exposed resin part provided to be continuous with the inner resin part and to extend to an inner surface of the bent portion through an edge portion of the opening.

Abstract: An interlocking construction block system comprising a family of blocks that interlock along three axes, including a left/right axis, a front/back axis, and an up/down axis. The family of blocks are self-aligning and do not require skilled labor or mortar to create a structure of any length, width, height, or shape. Each block comprises a specific geometry that allows all blocks in the family to interlock in a woven pattern that not only locks the blocks in place but also allows even distribution of structural weights and stresses. The disclosed blocks can be manufactured in different sizes to conform to any building code requirement and to create wall lengths to a one-inch measurement. The blocks may comprise channel openings to allow for plumbing, electrical, and structural reinforcements in the structure and may each be reinforced with an internal mesh cage.

Abstract: A method and equipment to form a digital image on a surface by applying a powder layer including colour pigments on the surfaces, bonding a part of the powder and removing the non-bonded powder from the surface.

Abstract: A hollow prefabricated masonry lintel made at a fabrication site and configured for transportation to a build site has a base row formed of U-shaped blocks laid end to end with adjacent ends adhered with mortar. A hollow horizontal cavity along a length of the base row is formed of each recess of the U-shaped blocks. A slit is formed in a top surface of each of the two side walls of the U-shaped blocks along the length of the base row, the slit having a width no larger than 20% of a width of the top surface. Provisional reinforcement is fully embedded within the slit with a bonding material, with a size of the slit and the provisional reinforcement providing tensile strength during transportation of the prefabricated masonry lintel from the fabrication site to the build site with the hollow horizontal cavity having no grout and no code-required reinforcement.

Abstract: A prefabricated wall panel has a precast body including at least one decorative design element. In addition, the wall panel includes a mounting element having a first end embedded in the precast body and a second end projecting from the precast body. A groove is formed between the precast body and the second end of the mounting element along a first edge of the precast body. A tongue is formed along a second edge of the precast body opposite the first edge. The tongue and groove cooperate to allow prefabricated wall panels to be more easily installed on a support substrate.

Abstract: A concrete panel system includes first, second, and third rectangular precast concrete panels, each defining a respective top edge, bottom edge, and first and second lateral edges. A first type connector is formed in the concrete material at least along the top edge of the first panel and along the first lateral edge of the first panel. A second type connector is formed in the concrete material at least along the second lateral edge of the second panel, and along the bottom edge of the third panel. The first type connector and the second type connector are configured to connect together so as to form a cavity between the respective panel edges. This cavity extends along the first lateral edge of the first panel to facilitate positioning rebar between adjacent panels.

Abstract: A plurality of panel subassemblies are used to erect a building on a footing or foundation. Each panel subassembly includes at least one column formed of a thermally-insulating material, and a concrete portion at least partially attached to the at least one column. The concrete portion may be formed as a single precast unit. The panel subassemblies are secured together and to the foundation, and may be secured to a floor element of the building to at least partially support the floor element.

Abstract: A construction component provides structural reinforcement of structures built therewith, by embedding an internal support structure within a substrate component such as a cast concrete block during fabrication of the construction component. The embedded internal support structure can include interface plates that are structurally coupled to the internal support structure and are made accessible outside of the substrate to permit the internal support structures of the individual construction components to be mechanically tied together in constructing a structure therewith. The internal support structure can be triangular, and can be coupled together using threaded bolts, rivets or welds. The substrate block is formed with vertical channels to provide access to the interface plates of components being coupled during construction.

Abstract: An interlocking masonry block system for the construction of load bearing and non-load bearing walls includes a plurality of generally rectangular shaped building blocks wherein each block comprises a pair of opposite longitudinally extending sidewalls each of which includes an interior rectangular shaped vertical rib. The block also includes a central section disposed between the sidewalls in an abutting relationship therewith. Further, the central section defines one or two diagonally oriented rectangular vertical passageway extending through the central section at an angle of between about 30° and 45° and preferably at an angle of about 38°. The central section also includes one to three vertical extending recesses corresponding to and mating with the vertical ribs on each side thereof. The central section and the pair of sidewalls also define up to four rectangular shaped vertical passageways for utility pipes and/or electrical conduits.

Abstract: A precast step-wall block including a step portion projecting perpendicularly out of a wall system and a wall block portion, is disclosed. Wall blocks used in constructing the wall system are T-shaped in plan view with exemplary dimensions of 400 mm×200 mm×200 mm. These wall blocks are arranged in Flemish bond courses to facilitate the projection of the precast steps from the wall system. A mold designed for preparation of the precast steps of different lengths is also described.

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: A panel wall system includes a frame assembly adapted to support a plurality of skin assemblies in a floor-to-ceiling relationship, wherein the skin assemblies include solid panel assemblies as well as captured glass skin assemblies. The solid panel assemblies are coupled to the frame assembly via latch mechanisms having actuator levers which are accessible in gaps formed between adjacent solid panel assemblies, wherein a user of the wall panel system can discern whether or not a panel assembly is properly engaged with the frame assembly based on the visibility and positioning of the actuator lever.

Abstract: An interlocking building block, and procedure for constructing the same, having a planar locking mechanism and a spatial locking mechanism. The planar locking mechanism being a three-clawed piece built around an equilateral triangle with protruding arms and grooves corresponding to a circular arc. The protruding claws are rotated on a plane around a center of rotation. These align with grooves of another three-clawed piece to offer a locking mechanism, where the center point of the circular arc is identical to the center of planar rotation. The spatial locking mechanism may have a hexagonal prism placed next to the three-clawed piece and connected to the corners of the equilateral triangle, into which the three-clawed piece is placed so that the protruding claws extend beyond the hexagonal prism, or the spatial locking mechanism consists of protrusions ensuring a groove/taper connection and connecting grooves, so that each piece contains protrusions and grooves.

Abstract: A block combinable with other similar blocks to form a wall comprises a front surface; a top surface including a plurality of bosses, two or more of which are located adjacent each other in a direction along the front surface; and a bottom surface including a groove that has a floor. Each of the two or more bosses of the top surface includes a summit, and the summit of each define a plane. When the block is placed on another similar block such that the bottom surface of the block and a top surface of the other similar block oppose each other to form an interface region, the groove holds two or more bosses of the other similar block that are included in the other similar block's top surface, and the floor does not intersect the plane defined by the two or more bosses of the other similar block.

Abstract: Used tires are cut or shredded. Boxes are built. Vapor barriers are mounted in the boxes. Beams are fastened inside the boxes. Cut or shredded tires are added to the box. Force on a lid compresses the tires before the lid is fastened. Faces are offset to form linking tongues and grooves. Exposed portions are connected with fasteners to build walls and barriers. A tornado resistant structure based on the foregoing structural materials is formed to provide superior performance for resisting high winds over traditional framing methods or brick construction.

Abstract: A support structure for elevating a building surface above a fixed surface including a plurality of support pedestals disposed in spaced-apart relation on the fixed surface, a plurality of stabilizing braces interconnecting adjacent of the plurality of support pedestals, and a plurality of restraint members. The restraint members include a mounting portion securable to one of the plurality of stabilizing braces and a restraint portion operatively attached to the mounting portion and securable to an outer edge segment of one or more of the surface tiles.

Abstract: A container floor apparatus using wood polymer composite includes traverse supports continuously disposed to longitudinal frames at a predetermined interval, the longitudinal frames being longitudinally connected to vertical columns at four corners of the container. The longitudinal supports have a single central rail formed at upper portions of the traverse supports between the traverse frames and two side rails formed both sides of the central rail disposed parallel to and between the central rail and the longitudinal frames and further provided with a downwardly extending reinforcement piece. Convex floor members are made from wood polymer composite containing a cured mixture of about 30-50% of synthetic resin, about 50-70% of wood flour and chaff or pulp and about 2-10% of a binder. Gaskets surround each side surface portion of the floor members. Fixing means couple the floor members to the traverse supports in the block mounting spaces.

Abstract: I disclose a design and method for constructing and installing a cell front panel system that simplifies the design, construction and installation of secure jail, prison, containment or detainment cell fronts. This design and method allows for construction and installation of cell fronts to occur at any time during a facility construction, using only small hand tools and non-specialized workers.

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: A wall block includes two finished wall material layers attached to a frame where the tops of the wall blocks are configured to support other wall blocks. Exterior wall blocks for constructing exterior walls include an interior wall material layer and an exterior wall material layer. Interior wall blocks include interior wall material layers on both vertical sides of the frame. Walls are formed by stacking and gluing the prefabricated wall blocks and vertically aligning the wall blocks in an offset or in a vertical configuration to form a stack bond, running bond, or offset running bond wall configuration. The interior wall material layers and exterior wall material layers do not require further finishing after a wall is assembled thereby greatly reducing labor costs.

Abstract: A wall member useful in forming a wall panel system includes a pair of outer walls held spaced apart and fixed together at a pair of opposed side edges, one of the side edges being provided with a first connecting structure and the other of the side edges being provided with a second connecting structure. The first and second connecting structure includes a number of projections secured to and extending outwardly from the side edges and constructed with snap fit elements separately located from the outer walls. The wall member is adapted to be joined to an adjacently disposed wall member of similar structure by direct snap fit mating engagement between one of the first and second connecting structure at one of the second edges of the wall member and the other of the first and second connecting structure on a facing side edge of the adjacently disposed wall member.

Abstract: A panel wall system includes a frame assembly adapted to support a plurality of skin assemblies in a floor-to-ceiling relationship, wherein the skin assemblies include solid panel assemblies as well as captured glass skin assemblies. The solid panel assemblies are coupled to the frame assembly via latch mechanisms having actuator levers which are accessible in gaps formed between adjacent solid panel assemblies, wherein a user of the wall panel system can discern whether or not a panel assembly is properly engaged with the frame assembly based on the visibility and positioning of the actuator lever.

Abstract: Systems and methods are disclosed for providing coffered ceilings with a plurality of preassembled coffered modules, each of which includes a ceiling panel precut in accordance with an order; cutting beam wall boards in accordance with the order, wherein the beam wall boards are attached to the ceiling panel and extend away from the ceiling panel; and a beam wall molding custom-fitted inside the beam wall boards. Automated systems to receive and fabricate custom coffered module orders upon payment are also disclosed.

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 corner block and a wall block system with a corner block for forming in multiple courses a wall which includes first and second visible wall portions which meet at a corner and where the corner block has a front face and at least one side surface having a texture or pattern matching the texture or pattern of a front face of a first block of the wall system.

Abstract: This invention relates to a prefabricated element (1) for a dwelling unit that is notable in that it comprises: a vertical wall (2) of approximately constant thickness comprising a front face (3), a rear face (4) and a peripheral face (5); a first lip (6) along each horizontal edge of said front face (3); a second lip (7) down each vertical edge of said front face (3); first and second ribs (8, 9) forming with the first and second lips (6, 7) a grid of cells (10) suitable for filling with insulating materials (11) and accepting an interior trim (14) to mask the entire grid; a peripheral edging (23) creating at least one bearing face and a barrier buffer; and at least first and second fixing members (20, 21) for connecting the prefabricated elements (1) to each other.

Abstract: A window well enclosure including a front wall, a first side wall and a second side wall that engage each other. At least one step is attachable to the window well enclosure using a channel formed in at least one of the front wall, the first side wall and the second side wall.

Abstract: Some embodiments of masonry blocks can be used to form a wall system that provides an improved resistance to moisture penetration that might otherwise advance to an interior surface of the wall. In particular embodiments, some or all of the masonry blocks in the wall system may be equipped with one or more moisture drainage elements formed in a surface of the respective masonry block.

Abstract: A building wall or roof is formed of tubular structural members arranged in parallel, planar, spaced-apart relation. Saddle-shaped structural members having strengthening portions are respectively mounted on the tubular members with a clearance space, and thermal and/or acoustical insulation is interposed in the clearance space between the strengthening portions and the tubular members. As compared to conventional tubular log structures, the resulting wall or roof is resistant to horizontal forces generated by the wind or earthquakes and is faster and easier to construct and, furthermore, considerably better performing in terms of thermal and acoustic insulation without having to increase its thickness on an otherwise proportionate basis.

Abstract: The invention is a portable and modular shelter that are assembled and erected to serve as a background or expendable facade for range targets used in live ammunition target practice and combat exercises. The panels of the modular and portable shelter are ballistically designed to let rounds of ammunition pass through with as little damage to the panels as possible. Additionally, the panels do not cause the ballistic projectiles passing through to scatter, splashback, or ricochet. The modular and portable shelters have no lasting environmental impact if erected temporarily.

Abstract: A foundation footing (30) has a support framework (32) encased within concrete (38). The support framework (32) includes elongate members (34) formed of timber, such as telephone poles, which extend the full length of the footing (30). Brackets (36) rigidly securing terminal ends (42) and intermediate portions (44) of the elongate members (34) in fixed relation. The brackets (36) have steel plates (46) disposed beneath the elongate members (34) and binding chains (48) secured to the steel plates (46). The binding chains (48) are preferably loosely secured around the elongate members (34) until being encased within the concrete (38), which rigidly secures the binding chains (48) to the elongate members (34) and the elongate members (34) to the steel plates (46). Grooves (86) are formed into the elongate members (34) to increase the bonding between the elongate members (34) and the concrete (38).

Abstract: A unitary, composite wall foundation and floor slab structure and system is provided by a pre-stressed cast concrete structure having a wall foundation region, a floor slab region and a transitional region therebetween and strands passing through all of those regions. One or more such structures are also post-tensioned using cables passing through tube embedded in the cast concrete structure and, when a plurality of such structures are employed in a modular manner, such post-tensioning draws all such modules into a larger unitary composite wall foundation and floor slab structure. The transition region may be further reinforced by angular reinforcing elements. Intermediate and end sections of varied shape may be used to complete the structure.

Abstract: A corner block has spaced-apart front and rear sections interconnected by two spaced-apart side sections that jointly define a through-cavity that extends through the block from a top face thereof to a bottom face. Upper protrusions are provided on the top face of the block, and lower protrusions are provided inside the cavity at the bottom of the block. The upper and lower protrusions are configured and arranged relative to one another so that when two corner blocks are stacked one atop another with one block rotated 90 degrees relative to the other, the upper protrusions of the lower block interlock with the lower protrusions of the upper block to interlock the two blocks. The corner blocks are constructed in two variants, a corner block A and a corner block B, which are mirror images or opposite hands of each other. The corner blocks A and B are alternately stacked upon one another to construct a 90-degree corner of a segmental retaining wall or other wall structure.

Abstract: A method and apparatus for securing non-load bearing interior walls in a wood frame structure in a manner that allows for vertical deflection of the frame includes a plurality of sleeved fastener assemblies, each having a threaded fastener extending through a shorter outer sleeve with an enlarged diameter head. The fasteners hold interior non-load bearing walls in place through a predrilled hole in the top plates of the walls, while being capable of accommodating limited vertical movement caused by vertical deflection of the building frame during construction and beyond.

Abstract: A wall block includes two finished wall material layers attached to a frame where the tops of the wall blocks are configured to support other wall blocks. Exterior wall blocks for constructing exterior walls include an interior wall material layer and an exterior wall material layer. Interior wall blocks include interior wall material layers on both vertical sides of the frame. Walls are formed by stacking and gluing the prefabricated wall blocks and vertically aligning the wall blocks in an offset or in a vertical configuration to form a stack bond, running bond, or offset running bond wall configuration. The interior wall material layers and exterior wall material layers do not require further finishing after a wall is assembled thereby greatly reducing labor costs.

Abstract: Modular construction panels, systems, and methods of installation are set forth for use in creating buildings. A modular construction panel includes a panel having a height, opposed faces, and opposed generally vertical ends. In one embodiment, a keyway receiver is integral with the panel adjacent one of the ends, and a keyway spline is integral with the panel adjacent the other end. In another embodiment, a keyway receiver is integral with the panel adjacent one of the ends. In still another embodiment, a keyway receiver is integral with the panel adjacent one of the ends. One modular construction system includes first and second panels, each having: a height, opposed faces, opposed generally vertical first and second ends, a keyway receiver at the first end or one of the faces adjacent the first end, and a keyway spline at the second end or one of the faces adjacent the second end.

Abstract: The present invention relates generally to green roof, deck and patio apparatuses, also known as roof, deck and patio landscaping apparatuses and roof, deck and patio gardens, that are suitable for supporting live plant growth on building decks, rooftop and patio surfaces.

Abstract: A section of the wall has a plurality of interspaced structural members mounted between an upper frame member and a lower frame member, and insulating material generally filling the space between the structural members and upper and lower frame members.

Abstract: A plastic construction block for storage of water, food, medicine, staples, construction materials, or any other item that needs to be contained for storage and shipping. The construction block can also be used in the construction of a bunker, wall, or the like structure through conventional building construction by filling of the block with sand or dirt. The construction block is substantially rectangular in shape having an enlarged fill port on one end with a resealable cap. The interior of the block is hollow and sized to hold about 3.4 fluid gallons. Apertures extend through the block and are used for receipt of anchoring posts. Each aperture further having a raised protrusion formed integral along one surface and a receptacle placed around each aperture on the rear surface. The raised protrusion interlocking with a receptacle on a rear surface of an adjoining construction block for aligning similar shaped construction blocks.

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 prefabricated building module made of multiple layers of plastic blocks or hollow plastic forms aligned between upper and lower sheet steel channels which are held together with circular steel bars extending vertically between and connected to the top and bottom channels, through guide conduit orifices in the plastic blocks or the hollow plastic forms.

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 building structure having a plurality of frame assemblies joined together to form an internal frame structure for a building. Each of the frame assemblies includes a truss, a pair of vertical wall members and a floor joist. The truss is attached to respective top ends the vertical wall members at each end of the truss with interlocking joints in which the truss and vertical wall members are in substantially the same plane. Each vertical wall member is attached to the floor joist with interlocking joints. Each interlocking joint has a puzzle-piece configuration. Cross-members interconnect the frame assemblies in a spaced-apart manner. A floor panel is attached to the floor joists and exterior wall panels are attached to an exterior of the internal frame structure.

Abstract: A building block system for building concrete block walls. The system features a main block, a first corner block, a second corner block, a first end block, and a second end block. The blocks interlock with each other via first mating components, second mating components, third mating components, and upper protrusions disposed on various ends of the various blocks. Many of the blocks feature a center aperture, which can engage the mating components and upper protrusions. Generally, the first mating components and upper protrusions can engage the second mating components.

Abstract: New elevator cab construction and reconstruction of old elevator cabs are frequently presented with the problem of increasing the interior size of the elevator cab in an elevator shaft of limited size. This invention relates to an elevator cab design providing a novel way of increasing internal cab size of a standard elevator cab while still retaining decorative design features by having removable decorative panels. The elevator cab is constructed of the normal elements, namely, a platform, a ceiling, cab shell walls, stiffeners and corner stiffener risers. The cab shell walls have a base and transom and shell panels there between designed to overlap one another so as to be readily attached by spot welding or adhesive. The stiffeners are hat-shaped elongated sections typically of stainless steel that are attached to the inside of the shell panels. The stiffeners may also be formed by hat-shaped ribs formed in the shell panels.