Abstract: A panel has a substrate, and a top layer provided thereon. The top layer comprises at least a melamine resin and a binder. The binder is selected from the group comprising: polyacrylates based binder, polyvinyl acetate-based binder, polyester based, acrylic copolymers-based binder or urethane based binder.

Abstract: Disclosed is a wall assembly including preformed building blocks and a trellis type support member for maintaining the building blocks in place in the desired orientation. The wall assembly further includes at least one support for holding the trellis upright. The individual blocks are connected to the supporting trellis for added stability. Although not every block in the wall need be connected to the trellis support member in order to achieve the desired added stability, it is preferred to connect each block in the wall to the trellis. Connectors are provided for connecting the blocks to the trellis. Each block preferably is connected to the trellis by at least one connector, most preferably by a pair of connectors. To accommodate relative movement or shifting of the blocks during installation and in situ, the connectors are preferably movably connected to the trellis or the block, or both.

Abstract: Stay-in-place forms and methods and equipment for installing thereof. A concrete form includes a vertical component and a horizontal component, the vertical component located substantially perpendicular to the horizontal component. Also, the form includes an interior surface, at least a portion of the interior surface providing a form for supporting uncured concrete; wherein the uncured concrete forms a concrete structural portion upon curing of the uncured concrete; and wherein the interior surface remains attached to the concrete structural portion after curing. The form may include inserts and compatible form attachments. Also, forms including recesses may be utilized to reduce the weight thereof. Lifting equipment and accessories may be utilized to lift the form from a form holder and set same in place. Forms contain the work area as soon as it is installed to minimize fall hazards and the time, costs, and downtime associated with installation of safety measures.

Abstract: Stay-in-place fascia forms and methods and equipment for installing thereof. A concrete form includes a vertical component and a horizontal component, the vertical component located substantially perpendicular to the horizontal component. Also, the form includes an interior surface, at least a portion of the interior surface providing a form for supporting uncured concrete; wherein the uncured concrete forms a concrete structural portion upon curing of the uncured concrete; and wherein the interior surface remains attached to the concrete structural portion after curing. The form may include inserts and compatible form attachments. Also, forms including recesses may be utilized to reduce the weight thereof. Lifting equipment and accessories may be utilized to lift the form from a form holder and set same in place. Forms contain the work area as soon as it is installed to minimize fall hazards and the time, costs, and downtime associated with installation of safety measures.

Abstract: Disclosed is a wall assembly including preformed building blocks and a trellis type support member for maintaining the building blocks in place in the desired orientation. The wall assembly further includes at least one support for holding the trellis upright. The individual blocks are connected to the supporting trellis for added stability. Although not every block in the wall need be connected to the trellis support member in order to achieve the desired added stability, it is preferred to connect each block in the wall to the trellis. Connectors are provided for connecting the blocks to the trellis. Each block preferably is connected to the trellis by at least one connector, most preferably by a pair of connectors. To accommodate relative movement or shifting of the blocks during installation and in situ, the connectors are preferably movably connected to the trellis or the block, or both.

Abstract: A system and method used in residential and commercial construction of floors, ceilings and roofs, where a beam and hanger together support a joist/rafter to which sheathing is applied. Hanger design features include bendable stiffeners that provide pinching structural support for opposing sides of an engineered wood I-joist web after the joist/rafter is seated into the bridge of the hanger, providing a superior structural interface connection, less material cost, and no contact between the hanger and sheathing which reduces unwanted noise in finished construction. Additional strengthening of the structural/load-bearing interface between the joist/rafter and beam may include selected horizontally-extending dato, groove, cut, or other detail formed in the support beams during their manufacture/milling and rearwardly-extending protections on the hanger configured to engage the detail.

Abstract: Disclosed herein is a form that includes a wall having a first surface and a second, opposing, material-receiving surface. The form further includes a slot extending substantially across the wall and between the first surface and the second surface. Furthermore, the form includes a first waler attached to the first side of the wall directly above or directly below the slot, the first waler including a plurality of openings spaced across the length of the first waler. The openings are each configured to receive an inserted wedge bolt.

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: The present application is directed toward slotted tracks, in particular slotted tracks for an exterior wall application. Embodiments can include tracks with elongate reinforcing ribs on the tracks' flanges and/or web, tabs and/or protruding ribs for supporting and positioning exterior sheathing elements, second slot patterns along the length of the web of the track to allow for attachment and drift movement of the track with another wall component, and guide marks to identify proper locations for attachment of fasteners.

Abstract: A glass curtain wall connective support system that includes a connective aluminum shape with an integral slot, which is configured to index with an outer facing leg or projection from a curtain wall frame support structure. The connective aluminum shape is bonded to a glass pane assembly, preferably under factory conditions. The curtain wall frame support structure is affixed to a secure structural element of a building. The glass pane assembly, bonded with the connective aluminum shape, is then indexed with the curtain wall frame support structure, and then secured with one or more snap clamps. The connective aluminum shape provides a rapid and secure attachment for a plurality of glass panes to a curtain wall frame supporting structure.

Abstract: A modular prefabricated deck system which includes a plurality of rectangular flooring modules. Each module may include a plurality of laminations, such as a decorative upper element, and a lower support element for supporting the module upon the underlying joist structure of the deck. Additionally, each module may include interlocking structure for engaging adjacent modules upon installation.

Abstract: A bracket assembly for installation of concrete forms for building foundations is disclosed which includes an elongate bar structure having opposed ends for mounting on the upper portions of vertically positioned concrete forms. The bracket assembly is provided to preselect and maintain the lateral spacing between the forms, and includes an adjustable rebar guide, shiftable along the length of the elongate bar structure for clamping rebar in a selected vertical position. The adjustable rebar guide includes a first clamping element, such as a bolt, which is operable to engage the elongate bar structure to fix the rebar guide at a selected location thereon. The adjustable rebar guide also includes a walled bracket for mounting a second clamping element which clamps rebar against the rebar guide in a selected vertical position.

Abstract: A panel structure for a building panel system to cover an exterior wall of a building. The panel structure comprises identical frame members fixed to the back surface of the panel, one along at least two of its edges. The frame members have mounting portions projecting away from the panel, each two opposed hook. The mounting portions of frame members extending along opposed edges of the panel are in longitudinal mirror symmetry to each other, so the panel structure does not have a specific orientation.

Abstract: A freestanding wall is constructed by erecting at least two upright supports. The upright supports are either posts or columns. Upper and lower horizontal structure members are fastened to the upright supports. Vertical intermediate framing members are secured between the upper horizontal structure member and the lower horizontal structure member. Cladding is attached to at least the front and optionally the back of each vertical intermediate framing member to conceal each vertical intermediate framing member. The upper horizontal structure member is then covered with a cap.

Abstract: A hollow plastic section, includes a frame section defining a longitudinal axis and having an interior subdivided in several inner chambers by a plurality of partition walls extending in a direction of the longitudinal axis, Received in the interior is a plurality of stiffening elements arranged separate from one another, without interconnection, for realizing a reinforcement of the frame section. The stiffening elements may be made of metal or may be configured as bands or strips of fiber-reinforced plastic.

Abstract: The power generator unit includes a container having an acoustically insulated inner wall. The inner wall has wall panels each provided with a number of spaced-apart vertical retention studs between which acoustic panels are installed. The retention studs have a cross-sectionally C-shaped main body from which laterally and outwardly extend wing flanges. The acoustic panels are retained against the wall panel by the wing flanges which overlap the side edge portions of the acoustic panels.

Abstract: There is provided a premanufactured structural building panel system for effectively promoting the efficient construction of the exterior wall members of a building having improved insulation, sound absorption, fire retardant and structural properties. The premanufactured structural building panels are made of a pair of C-shaped structural channels having first and second flanges. The channels are secured to a foam insulation member to form the panels. A fire retarding member can be secured to a flange of at least one of the channels to define an interior surface. The structural panels are supported on wall support members and connected to each other in a side-by-side fashion to form an exterior wall member of a building. The exterior wall members include vertical sidewalls, a horizontal roof and ceiling wall, and a pitched roof system. The interior surface of the walls can be prepared for finishing. Affixed to the exterior of the wall members is a weatherable covering.

Abstract: A space-dividing wall panel system includes an improved acoustic and tackable cover pad. The cover pad includes an interior molded panel which is compressed about its peripheral edges wherein the compressed edge sections provide the required rigidity for the cover pad. While edge rails are provided in these edge sections, the edge rails are not rigidly connected to each other but instead are adhered to the molded panel. The edge rails are provided for mounting the cover pad to a wall panel frame and provide rigid edge areas to which a cover fabric is adhered. The molded panel is formed of a fiberglass having layers of a scrim material embedded therein for tackability. The molded panel further includes a compressed mounting region which has an increased rigidity to facilitate mounting of receptacle bezels thereto.

Abstract: A floor joist system including at least one girder having an upper surface, a plurality of joists interconnected with the girder, each joist having an upper surface, the upper surfaces of the girder and the joist being substantially coplanar, a plurality of individual flooring attachment elements attached to the upper surfaces of the girder and joists, the flooring attachment elements having a hardness which is less than the hardness of both the girder and joists, and flooring supported by the upper surfaces of the girder and joists through their respective flooring attachment elements, the flooring attached to the flooring attachment elements.

Abstract: A wall framework includes top and bottom tracks, a horizontal channel and vertical studs. A first vertical stud is secured to the top track and the bottom track and has a first opening sized and shaped to permit the horizontal channel to extend therethrough and a second opening vertically spaced from the first opening. A second vertical stud is secured to the top track and the bottom track and has a third opening sized and shaped to permit the channel to extend therethrough and a fourth opening vertically spaced from the fourth opening. At least one clip extends through the first opening and the second opening. A fastener connects the horizontal channel to the clip. The clip cooperates with the fastener to secure the horizontal channel in a fixed relationship to the first vertical stud.