Abstract: A trellis system is disclosed wherein the trellis comprises a front tube, a back tube, and two end tubes joined together, a plurality of roof panels, each panel having a perimeter, wherein the perimeter of the panel is coupled to at least a back tube surface and a front tube surface; a plurality of cross member assemblies wherein the cross member assemblies assist in creating tension between the front tube and the back tube, and a plurality of fasteners coupling the front tube to the end tubes, the back tube to the end tubes, and the roof panels to at least the front tube and the back tube, wherein the fasteners are not visible when the trellis system is installed. The trellis system also includes accent bands. A plurality of turnbuckles allows for easy leveling of the trellis.

Abstract: An alignment brace for multi-level insulated concrete form walls that utilizes a cured base level wall for anchoring the brace that will be used to brace and align a succeeding wall level comprising, a bracing beam having first and second sections that are pivotally interconnected at a pivot point, an elongated adjustment beam disposed in spaced relation from the bracing beam and co-planar therewith where the adjustment beam is pivotally interconnected to the bracing beam at the pivot point and where the adjustment beam carries at its distal ends a jack screw assembly for expanding or contracting the spacing between the distal ends of the adjustment beam and the bracing beam.

Abstract: A floor beam assembly, system, and method for supporting floor beams within a structure are provided. According to one embodiment, a floor beam assembly for installing a floor beam within a structure is provided. The assembly includes at least one floor beam, wherein at least a portion of each floor beam comprises a composite material. The assembly also includes at least one support bracket attached to a structure, wherein each support bracket is configured to support at least a portion of a floor beam thereon. In addition, the assembly includes at least one conductive element extending from the at least one support bracket and configured for electrically communicating with the at least one support bracket.

Abstract: Methods for installing underlayment systems include the steps of laying at least one piece of a pre-formed board over at least one first portion surface area of a sub-floor. The pre-formed board is preferably fire-resistant gypsum board, which may also be water- and/or moisture-resistant. A second portion surface area of the sub-floor, which is adjacent to each first portion surface area, is designated to receive a poured underlayment after a tub is installed over the laid at least one piece of pre-formed board. In some instances, a sound mat may be laid over each first portion surface area of the sub-floor, prior to laying the at least one piece of the pre-formed board, and, then, another sound mat may be laid over the second portion surface area of the sub-floor, after laying the at least one piece of pre-formed board and prior to pouring the poured underlayment.

Abstract: Connectors for joining adjacent modular floor covering units. The connectors include a film and an adhesive layer coated on one side of the film. To install tiles using the connectors, a first tile is placed on the floor and a connector is positioned so that the adhesive layer faces upward and does not contact the floor. The connector is typically positioned so that only a portion of the adhesive layer adheres to the underside of the tile, leaving the remainder of the connector extending from the underside of the tile. Tiles are then positioned adjacent the first tile so that a portion of the connector adheres to the adjacent tiles. In this way, the connectors span adjacent tile edges. The tiles are assembled on a underlying flooring surface without the need to attach them to the floor surface. Rather, the tiles are linked to each other with the connectors, so that the tiles create a floor covering that “floats” on the underlying floor surface.

Abstract: A flooring system includes a plurality of tongue-and-groove panels, and a preglue. When activated, the preglue has a tensile strength of 7-20 kN/m when measured with a gap less than 0.1 mm and a pull rate of 2 mm/min; a storage stability of at least one year; a low initial tack value; and a set time of at least 45 minutes; as well as a creep strength of between 7 and 20 kN/m, when measured with a gap less than 0.1 mm and a pull rate of 0.02 mm/min.

Abstract: The present invention relates a novel adaptor to position tiles or tile-like elements within or around a bathing apparatus, or both. The present invention further includes a method of using the tile adaptor for the installation of tiles. In a representative embodiment, the tile adaptor includes one or more flanges along at least one of its sides to allow the installation of tiles of a variety of thicknesses at a number of places. The adaptor is integrated in the final bathing apparatus. One or more adaptors may be positioned on the floor, wall and/or ceiling of the bathing apparatus, depending on the design of the bathing enclosure. Advantageously, the tile adaptor is easy to install and to use, and it may conveniently be manufactured from a lightweight material such as extruded plastic or a synthetic polymer.

Abstract: A flooring system configured to accommodate sports play and other activities, wherein the flooring system comprises a support base having a synthetic component, such as a synthetic support structure, wherein the support base is configured to provide a support surface for receiving and supporting a flooring configuration. The support base may further comprise a filler material operable with the synthetic support component, wherein the synthetic support component is integrated into the filler material.

Abstract: The present invention relates to a support structure including a plurality of mats, each mat including a substantially fixed matrix of spaced tubular rings. The mats are vertically stacked such that the tubular rings are co-extensive and form a matrix of tubular columns. Materials may be poured into the columns and into the void region between the columns, and geotextile or geomembrane-type fabric may wrap the mats and materials to form a block. The blocks may be arranged in one or more horizontal layers, and may be stacked and staggered with respect to blocks in a lower layer. A method of installing the structure is also disclosed.

Abstract: A shearwall adapted for use in a building or other structure includes a main concrete portion and structural reinforcement positioned within the main concrete portion. The shearwall is configured to resist lateral forces to which the building or other structure may be subjected. Further, the shearwall is configured to accommodate a vertical load such that the need for at least one separate structural column is eliminated.

Abstract: The invention relates to a method of constructing a building, comprising the step of providing a skeleton for a building wall of the building. The skeleton includes at least upright building elements such as columns or dividing walls. At least one lightweight, heat insulating and fire retarding wall element is placed between each adjacent pair of said columns. The columns are covered to provide substantially closed wall surfaces. The wall surfaces are covered with a covering layer having properties so as to provide fire-resistance to the complete wall. The covering layer on the inside wall surface may include a base layer of modified resin mortar, and a top layer of plaster mortar. The covering layer on the outside wall surface may include a base layer of modified resin mortar and a top layer of mineral mortar.

Abstract: An article, system and method for flattening a three dimensional depression within a substrate floor. A straight edge is applied in a progressive X and Y grid fashion across the depression, with varying levels of shims defining contact locations, thereby establishing a floor template identifying common depths of depression at overlapping perimeter defined boundaries. One or more thermo-polymer sheets is resized to define an outer perimeter matching that of a perimeter boundary. A subset thickness of the sheet is incised around its outer perimeter to establish a feathering effect upon the sheet prior to it overlaying the boundary perimeter and prior to sizing and application of additional overlapping sheets up to an outermost boundary corresponding to a shallowest depression.

Abstract: The present invention uses a plurality of incarceration units, wherein each of the incarceration units includes an interior cell and an exercise area. The interior cell and the confined exercise area are adjacent to one another and are constructed out of suitable security material, such as concrete or steel. The interior cell includes a shower suitable for bathing. In addition, one of the walls of the interior cell of the incarceration unit includes a door, which leads from the interior cell to the exercise area. An inmate's use of the shower and the door is controlled by the management of the incarceration facility. The exercise area includes at least one exercise equipment. The incarceration unit provides the usual inmate activities of living, eating, exercise, study and conversation in a facility having a lower risk of violence to inmates or guards, and of undesirable activities, such as drug trafficking or riots by the inmates.

Abstract: A decorative molding system and method of installation is provided that has a base piece and a crown piece that are adapted to be selectively engageable to each other. The molding system is easy to construct and allows for the separation of the base piece and crown piece for placing wiring or other materials behind the molding.

Abstract: Various modular construction systems exist and these all have limitations of cost, adaptability and strength. Some were also complex and time consuming to assemble. The present invention overcomes these problems by providing a simple modular construction element (10), which can be assembled with one another to form a strong structure. The invention comprises sheet-like materials, has a V-shaped cross section and is adapted to receive a connector so that elements in use are connected, one to another. The element may be rhomboid shaped, hexagonal shaped or triangular shaped.

Abstract: A clip for suspending ceiling panels from a horizontal channel having a C-shape formed by a vertical web and integral opposed horizontal upper and lower flanges, the clip comprising a sheet metal body, the body including a vertical web extending between upper and lower portions, the upper portion being configured to overlie the horizontal upper flange of the channel when installed thereon, the lower portion being configured to lie below the horizontal lower flange of the channel, the lower portion including a generally upstanding hook section adapted to be received in a downwardly open channel on the ceiling panel beneath the C-shaped channel to enable the clip to support the panel by transferring the weight of the panel to the C-shaped channel, the hook section being fixed against horizontal movement relative to the body vertical web.

Abstract: The present invention relates to a method and means of building a reinforced concrete construction employing a flat strip slab system which require less material and reduce over-all cost of construction, number of skilled workmen and as a viable alternative to conventional beam slab frame for medium and large span buildings. The defined strip is not a beam but the slab of larger thickness varied from column strip to its next strip and that is again different form bounded main panel.

Abstract: A method of constructing a composite structure comprises the steps of: (i) attaching light gauge sheeting to a plurality of joists that have been sufficiently closely spaced so that the sheeting is able to support a cementitious slab that has formed a composite structure with the sheeting and joists; (ii) forming the cementitious slab on the sheeting to form the composite structure; and (iii) supporting the joists until the cementitious slab has sufficiently cured.

Abstract: Provided is a building material with a higher specific gravity and/or radioactive-ray-shielding function while maintaining a workability equivalent to that of a conventional gypsum board. It relates to a gypsum-based building material manufactured by adding water to a composition in which a base material is a combination of a hydraulic gypsum and one kind or two or more kinds of dry-hardening calcium carbonate or calcium hydroxide or synthetic resin emulsions and an inorganic filler with a high specific gravity is compounded to it so that reaction and setting or drying and setting are conducted, wherein the composition is characterized by comprising 100 parts by weight of at least one kind or two or more kinds of base materials selected from the group consisting of calcium sulfate, calcium carbonate, calcium hydroxide and organic synthetic resin emulsions, and 50-3,000 parts by weight of at least one kind or two or more kinds of inorganic fillers whose true specific gravity is 3.5-6.

Abstract: In a method for fitting a floor covering (6) to a floor (1), slits (4) are made in the old floor covering (2), adhesive (5) is introduced into the slits (4), the new floor covering (6) is applied and the new floor covering (6) is bonded to the floor (1).

Abstract: A hardwood floor system with press down locking mechanism. Each floor board is equipped with both male and female locking mechanisms. The male locking mechanism of a floor bard can be locked into the female locking mechanism of an adjacent floor board by simply exerting downward force on the floor board. The female locking mechanism is equipped with a spring slot that enables easy engagement of male and female locking mechanisms. The invention may be applied not only floor boards, but also to wall tiles and roof tiles.

Abstract: Herein are disclosed are apparatus and methods for forming firestopped through-penetrations in poured concrete partitions. The apparatus and methods use an intumescent firestop ring that can be used in combination with a removable sleeve. The firestop ring is detachably mounted on the outer surface of the sleeve form, near one end of the sleeve. The sleeve is positioned and concrete poured around it. After solidification of the concrete the sleeve can be removed to provide a through-penetration containing the firestop ring, secured to the solidified concrete. The firestop ring may optionally comprise one or more retainers and/or one or more insulating spacers.

Abstract: An energy-saving house, has a main frame, an enclosed wall, a floor cover plate, a top cover plate, a separation wall, a bathroom, and stairs. The enclosed wall is assembled from multiple integral composite prefabricated external wallboards and fixed on the main frame via an energy-dissipating connector. The bathroom and the stair are integrally prefabricated and directly installed. The energy-saving house features low power consumption, high construction efficiency, short construction time, low noise, low dust, light weight, good anti-seismic performance, and small thermal conductivity and is applicable to multi-floor houses and high rise buildings.

Abstract: A distribution angle plate for a concrete floor system in a multi-level building is disclosed. The plate helps to create a joist bearing point at the interior surface of a vertical structural wall and proximate the top portion of the vertical structural wall. Decking may be laid flat over the top surface of the steel joist and the top surface of the vertical structural wall. This allows the decking to be screwed, welded, or shot directly to the top surface of the vertical structural wall and the top of the steel joist on the same horizontal plane. This also provides for a direct shear attachment at the perimeter of each vertical structural wall. Any height of concrete can then be poured on top of the decking, steel or wood, on a flat continuous plane. This creates a continuous solid mass between vertical structural walls in multi-story buildings, with no voids between floors.

Abstract: A floor panel comprises a protrusion end face having a protrusion and a recess end face having a recess. The profiles of the protrusion and the recess are allowed to be installed in the following manner: placing the protrusion nearby the recess of an already installed floor panel, and then applying a pressure to introduce the protrusion in the recess. A flooring system allows use of said method to install more than one floor panel. According to the solution of the present invention, the installation and pave of the floor panels is very simple and the installed floor panels do not easily separate.

Abstract: Hollow metal “logs” each extending usually horizontally are arranged in adjacent, parallel, spaced-apart relation to form, or be part of, a wall or roof. Rigid insulating members are inserted between the logs. Each insulating member is shaped to fit around a log on either side of the insulating member. Each insulating member has a pair of outer faces respectively on either side of the wall or roof and lying substantially in respective planes parallel to the axes of the logs. The insulating members abut one another and collectively surround the logs and insulate the wall or roof.

Abstract: Problems faced in the residential construction industry include the shortage of skilled manpower which gives rise to problems such as the inconsistencies in construction quality, time delay and cost overrun. This is because most construction work uses on-site wet concreting systems requiring expertise in numerous construction techniques and tasks. Since the progress of most tasks using these construction techniques depends on the progress of another task, most construction projects are difficult to manage. This results in an inefficient construction system that hinders provision of low-cost mass housing. Described according to an embodiment of the invention is an industrialized construction system comprising a roof support structure and a roof frame coupled to and supported by the roof support structure. The construction system further comprises a plurality of wall frames extending from a base. The roof support structure is adapted for being supported by the plurality of wall frames.

Abstract: An aseismatic reinforcing structure of a double flooring and an aseismatic reinforcing method of the double flooring, in which by providing iron pillars for the double flooring in which a space is formed between a floor slab of a building and a floor portion supported to leg bodies arranged on the floor slab, a natural frequency of the floor portion is raised, and an amplification of a shake of a free-access panel constructing a floor surface that is caused by a resonance is prevented or suppressed, thereby improving aseismatic performance.

Abstract: A sheet metal cladding panel for covering roofs and walls of buildings. An elongated sheet metal member forms a web of the panel. The sheet metal member has upwardly folded flanges along two elongated edges of the web of the panel. A first of the upwardly folded flanges is folded outwards and downwards along an upper edge to form a first lap. A second of the upwardly folded flanges is folded inwards and downwards along its upper edge to form a half lap. Also a system and a method for cladding roofs and walls with at least two panels. The panels include pre-cuts at a double-layered first flange.

Abstract: The building material, in one embodiment, has a jointing system that is uniquely configured to cover the frame of a structure. This building material, in one embodiment, is a building board with a conforming flange that is embossed onto the board and adapted to engage or mate with an end of an adjacent board. In another embodiment, the building material is an engineered panel joint comprised of a building board and a flexible or hinged article attached to the back surface of the building board. The article is preferably attached to the building board by an adhesive and extends beyond the edge and away from the building board for receiving a fastener to fix the building board to the structure. The fastener is preferably a nail. Components of the building material are preferably attached to the frame of the structure through the use of a single row of nails while maintaining or enhancing the shear strength performance of the building board system.

Abstract: Floor element of the type which, at least at two opposite edges, comprises coupling means enabling two of such floor elements to cooperate with each other at the respective edges, wherein the floor element comprises at least two components, as well as entity-forming means, which, starting from the aforementioned components, can form an entity including the components, wherein said components can adopt at least two mutual positions, whether or not by means of the disruption of the entity formed by said entity-forming means.

Abstract: A wall structure and a method for constructing the wall of a building provide protection for inhabitants of the building against ballistic projectiles impacting the wall. The wall structure includes an outer panel and an inner panel. The inner panel is a composite structure that includes a metal sheet having a first face attached to a wallboard panel. Preferably, a sheet of self-healing material is attached to a second face of the metal sheet. A cavity formed between the outer and inner panels is filled with sand or another granular material. A flexible sheet suspended in the cavity provides additional protection. Preferably, a sheet of woven para-aramid fiber such as Kevlar® brand fiber is loosely attached to the flexible sheet to provide further protection.

Abstract: Methods of constructing concrete walls that include placing a plurality of cleats along a wall perimeter, securing the cleats to a surface under the wall perimeter, placing a plurality of insulating concrete forms along the perimeter, and placing concrete into the insulating concrete forms to form the insulating concrete wall. The cleats include a base plate, a first vertical flange extending approximately perpendicular from the base plate, and a second vertical flange extending approximately parallel to the first vertical flange. The space defined by the first vertical flange, second vertical flange and the base plate, is adapted to receive a bottom portion of a form component or a bottom portion of a form. The insulating concrete forms are placed along the perimeter such that a bottom portion of the form components or a bottom portion of the form are press fit into the defined space.

Abstract: The present invention is directed to a block building system for building a wall structure that includes a plurality of pre-formed blocks configured to be stacked vertically upon one another to form the wall structure. Each block has at least one frustum-shaped protrusion on a top surface of the block, a horizontal channel formed in a bottom surface of the block, and at least one aperture extending vertically through an interior of the block. The system also has at least one base track, a plurality of T-shaped reinforcement members configured to engage with and extend upwardly from the track, a plurality of extension members that interlock with and extend T-shaped reinforcement members, and securing members. One or more courses of blocks can be vertically stacked over the base track by passing the T-shaped reinforcement members and/or extension members through the apertures formed in the blocks, thereby forming the wall structure.

Abstract: A large-area protective covering system for installation in a staggered or grid configuration is provided comprised of a plurality of essentially identical large area panels with honeycomb internal structures which have locking systems on the sides and ends for locking the panels in place. The panels, once locked together have little movement along their x, y or z axis.

Abstract: Disclosed is a moisture collection bridge and method for use in a curtain wall system. In one aspect, the moisture collection bridge is placed at an intersection of a vertical mullion and one or more horizontal members. The moisture collection bridge is formed to collect fluid in a recess and divert the fluid out of the curtain wall system through an outlet. This Abstract is provided to comply with rules requiring an Abstract that allows a searcher or other reader to quickly ascertain subject matter of the technical disclosure. This Abstract is submitted with the understanding that it will not be used to interpret or limit the scope or meaning of the claims. 37 CFR 1.72(b).

Abstract: A modular retractable enclosure is provided. The retractable enclosure includes moveable bays that telescopically retract inside each other. Each bay is made from two or more vertical framing sections and a plurality of first framing members. Each vertical framing section can be made from a plurality of second framing members. Assembly rods are provided to couple the vertical framing sections and are tensioned to load the first framing members in longitudinal compression. The framing members are fastenable to each other. The second framing members can be held together using splice plates. The retractable enclosure may also include a drive system. A related method of constructing a retractable enclosure is also provided.

Abstract: A concrete floor assembly is disclosed including a subfloor element with a floor side and a ground/ceiling side, and a top casting layer. In at least one embodiment, the subfloor element includes a concrete portion on the floor side, which concrete portion has a bottom casting surface with a surface roughness. The top casting layer includes a casting composition, which includes a self-compacting concrete and a shrinkage reducing admixture. The top casting layer is cast on the floor side of the subfloor element so that at least a portion of the bottom casting surface is covered by the top casting layer, the bottom casting surface having such surface roughness that the top casting layer adheres to the bottom casting surface. A method of providing such a concrete floor assembly is also disclosed, as well as a floor assembly.

Abstract: A U-shaped rigidifying member cooperates with parallel metal “logs” each usually extending horizontally. A curved portion of the U wraps halfway around a first log, and first and second legs respectively descend in parallel from opposite sides of the curved portion. The legs are substantially tangent to a second log. This structure is repeated with the U-shaped members overlapping and inverted or otherwise oriented to shed rain, and forms all or part of a wall or sloping roof of a building. The U-shaped members are secured to each other and to the logs to form a continuous structural ensemble that is aesthetically pleasing, even without additional interior and exterior sheathing. It is moreover strong and highly resistant to an external force having a horizontal component parallel to the plane of the wall or roof. The rigidifying members can alternatively be J-shaped.

Abstract: A protective wall (1) for shielding against laser beams, in particular those stemming from welding machines, wherein the protective wall (1) contains light-alloy shaped sections (10-13) that are essentially rectangular and incorporates chambers that are formed by interior walls (2), and profilings that are formed on the front and/or side, wherein the light-alloy shaped sections (10-14) are lined up and connected side wall to side wall in an individually removable manner to form the protective wall (20, 22; 21, 23; 24, 25) in such a way that the profiling on the side is implemented step-like from a front wall (26) to a back wall (27).

Abstract: A system for constructing a fence utilizes foam panels that are coated with a cementitious material and that include rebar feet that extend outwardly from the bottom of the panel. During construction of the fence the rebar feet are inserted in a wet concrete footer.

Abstract: A decking/flooring system includes a substrate, a layer of sealing material applied over and in contact with a surface of the substrate, a texture layer applied over and in contact with the sealing material layer, an adhesive layer applied over and in contact with the texture layer, and a finish layer. A method for installing the decking/flooring system is also described.

Abstract: An interlocking panel configured for lightweight insulating concrete has channels which form a profile that includes transversely protruding anchoring cavities. When the lightweight insulating concrete is poured into the channels and hardens, the concrete interlocks and forms an underside interlocking which resists vertical separation of the concrete from the deck panel.

Abstract: A metal panel generally constructed from sheet material, such as sheet metal, and assemblies thereof which can be used to construct an enclosure, and specifically a no-through-metal enclosure. There is also provided methods for constructing a floor, walls, and roof of a no-through-metal enclosure utilizing such panels or construction techniques. The construction can still utilize metal fasteners such as rivets, bolts, or screws for maintaining strength which still maintaining the no-through-metal construction.

Abstract: The present invention provides a drain installation kit adapted to maintain alignment of the center of a sloping floor aperture with the center of a drain throughout the construction process. In a preferred embodiment, the kit includes an upper flange that is rigidly connectable to a drain base and multiple sloping guide bars that are rigidly connectable in a radial fashion to the upper flange. A user can use this preferred embodiment by assembling it, adding cementitious material between the guide bars, and making an upper surface of the cementitious material flush with a top edge of the guide bars. Embodiments of the present invention provide a variety of advantages over conventional drain installation kits. For example, many embodiments provide improved functionality, many embodiments are easier for do-it-yourselfers to use, and many embodiments can be manufactured more efficiently.

Abstract: An adjustable attachment system is provided for attaching a unit to a base. The adjustable attachment system comprises an embed, a bridging clip and a locking strip. The bridging clip is adapted for receiving an attachment piece, to which the unit may be attached. The embed is positioned in an outward facing surface of the base. The bridging clip is positioned in the embed at a desired in/out position. The position of the bridging clip may be adjusted in two orthogonal directions. The locking strip is inserted between the bridging clip and the embed to fix the bridging clip in place.

Abstract: A structural assembly has a first set of first elongate structural members alternately spaced apart from a second set of second elongate structural members by locking blocks, the first set defining a first plane and the second set defining a second plane forming an intersection at an angle with the first plane, the structural members and locking blocks defining an assembly of adjoined blocks and structural members at the intersection, and a compressive mechanism spanning the assembly of adjoined blocks and structural members at the intersection. Compressing the adjoined blocks and structural members by the spanning compression mechanism locks the blocks and structural members together in a manner to resist applied forces.

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

Abstract: A support structure includes a surface portion and a first protrusion that extends from the surface portion. The first protrusion has a first base portion extending from the surface portion the first base portion defining a first upper portion. The first upper portion overhangs the first base portion. A second protrusion extends from the surface portion. The second protrusion is adjacent to the first protrusion. The second protrusion has a second base portion extending from the surface portion and defines a second upper portion. The second upper portion overhangs the second base portion. The first upper portion and the second upper portion are separated by a distance. A heating conductor has a diameter and the diameter is the same or greater than the distance. The heating conductor is configured to snap into a passageway via the formed between the first protrusion and the second protrusion.

Abstract: A structure according to the present invention provides spaces having improved temperature stability. The structure may be modular in nature and, when assembled, provides a gas circulation path comprised of a plurality of fluid flow ducts. Circulation of gas through the path may occur by way of natural convection and/or forced air assistance. A structure according to the present invention includes a thermal mass which contacts at least a portion of the gas circulation path. The thermal mass may provide structural support while providing the thermal retention to warm a portion of the circulation path.