Abstract: A cover assembly includes an elongated resilient cover for bridging a gap between horizontal structural members. The upper face surface of the resilient cover has spaced apart ribs extending transverse to the flow of traffic and an opposite surface formed with load bearing edge portions engaged for support with opposite lateral margins to the expansion joint. Between the load bearing edge portions the cover supports at least one rigid metal plate. In one embodiment, a central plate bridges the gap between two structural members and the at least two additional plates serve to urge the opposite lateral edges of the cover into supporting engagement with structural members. The cover has a thickness and sufficient elasticity to elastically deform for establishing supporting contact between the marginal support areas and underlying horizontal structural members.

Abstract: A structural vent assembly comprising a back member having a forward surface and a rear surface; a mount member adapted to be secured to the support structure between the roof deck and the support structure, the mount member having a proximal end fixedly attached to the rear surface; a front member having an outer surface and an inner surface; and means for connecting the forward surface to the inner surface in spaced apart relationship to form a passage for air flow therebetween, the passage having an upper end and a lower end communicating with the air space of the roof deck.

Abstract: Composite framing members for use in building construction include reinforced concrete columns and beams surrounded by a pair of steel shells. A layer of protective material is applied to the interior surface of at least one shell prior to assembly of the shell to provide the final integrated framing member with superior insulating or fire resistance and survivability characteristics. Additionally, the steel shells impart greater structural strength and integrity than the reinforced concrete columns and beams could alone. Furthermore, the concrete cores, aided by the protective coating, function as a heat sink, absorbing heat and allowing the entire framing member a longer structural life that it would have if the steel or concrete were used alone.

Abstract: A support mat, such as a mat suitable for supporting heavy construction equipment, includes a plurality of beams fastened together, each of the beams being made of a plurality of individual wood laminations.

Abstract: A method is provided for managing water infiltrating a building at a window opening. The method includes, from an inside of the building, accessing a gap formed at a base of the window opening between a window sill and a horizontal window framing member. A flash pan is then installed within the gap to collect water entering the gap.

Abstract: A building panel, such as a flooring panel or wall panel and a method of assembling the same into a floor, wall cladding, etc. The panel is provided with a locking means in the form of groove (6) and tongue (7) forming a tongue/groove joint for assembling of the panels. In a preferred embodiment, the groove (6) and the tongue (7) are made of water resistant material and formed with a snap-together joint.

Abstract: A window shutter has corrosion resistant stiles with a non-metallic core and louvers, and non-metallic top and bottom rails. The shutter is resistant to the adverse effects of sunlight, humidity, rain and wind, and will retard flying objects, and will pass commonly used missile tests for building materials. The resulting shutter will also withstand substantial stresses from wind loads, so as to perform satisfactorily in wind load tests. The window covering of the invention is substantially maintenance free.

Abstract: Column/I-beam interconnect structure including an attaching plate joined to an I-beam end. This plate possesses, along its lateral margins, angularly oriented upper and lower through-passages, each characterized with a reception axis, and designed to receive, along that axis, portions of a hex nut-and-bolt set which is used to clamp together two adjacent, angularly related attaching plates. The socket portions, or outer chambers, of the through-passages are formed with spaced and generally parallel-planar upper and lower surfaces which act in these socket portions to restrain a received hex nut against rotation about its own rotational assembly axis which, in the socket portion, is coincident with the socket portion's reception axis.

Abstract: The present invention is a polymeric panel system and method for production and use thereof, enabling the rapid construction of a building foundation wall or other structure and in particular a below-grade foundation. The polymeric foundation system includes polymeric wall panels and other components suitable for withstanding lateral and end compression loads. The walls include two parallel faces separated by a series of webs or ribs, where the webs and faces of the wall panels may be formed of a similar polymer material such as polyvinylchloride (PVC). The wall panels and/or other components may be extruded so as to enable the rapid production of sections of wall panels, where the panels may be cut to length and then affixed to adjacent panels to form a foundation wall. The method of affixing adjacent panels may include welding, gluing or other techniques and may be performed on the job site or in a pre-fabrication facility.

Abstract: A connector for holding an internal muntin assembly away from a perimeter spacer of an insulating glass assembly until the assembler is ready to affix the muntin bar to the perimeter bar using an attachment device. The connector includes a positioning tab for holding the muntin bar away from the perimeter spacer to allow positioning of the muntin bar assembly until the positioning tab is moved relative to a baseplate so that the attachment device, such as thick double stick tape, is pressed to the perimeter spacer.

Abstract: A centrally-folded and centrally-thickened ridge cover is formed from sheet shingle material by repeatedly back folding the material on itself to provide a thickened central portion for the ridge cover. The thickened central portion is disposed intermediate of a lower and an upper portion of the ridge cover. A plurality of inscribed transverse grooves are impressed into the work piece of sheet shingle material, to insure that the work piece folds at desired locations to form the back folds and thickened central portion of the finished ridge cover. A method of effecting the desired folding of a ridge cover work piece is also disclosed.

Abstract: A method of forming a portion of a monolithic concrete building provides for two-dimensional support of horizontally extensive portions of the building at all times and thus reduces the strength required of the vertically extensive supports. The method employs flanged wall members having horizontal extents substantially equal to the selected room size. Each of the wall members has at least one flange extending horizontally towards a parallel facing wall member by about ten to twenty five percent of the intramural separation between the walls of the room being constructed. Horizontal floor or ceiling slabs that link the horizontal flanges may be cast in situ using a form plate supported by a temporary trussed joist.

Abstract: An apparatus for repairing a hole in a wall. The apparatus comprises an end section, a connection section and a fastener section. The end section may have an area larger than the hole and a cross-section smaller than the hole. The end section may be a continuous piece. The connection section generally has a first end connected to the end section. The fastener section is generally connected to a second end of the connection section.

Abstract: A panel-type subfloor assembly for an anchored/resilient floor includes a plurality of elongated panels laid end-to-end in parallel rows along a first direction, the panels having elongated slots formed therein that are oriented at an oblique angle relative to the first direction. For the entire floor, this results in a plurality of aligned rows of elongated slots oriented at an oblique angle relative to the first direction. Each slot cooperates with an elongated fastener, namely an elongated dual flanged channel held by at least one pin. The fastener is positioned within the respective slot and adapted to hold the respective panel to the base along two longitudinal edges of the slots, in a manner that limits upward movement of the panel while permitting downward deflection.

Abstract: A method of removing a predetermined area and depth of formable material from an expanse of the formable material having a top surface. The method makes use of a volume indicating tool that includes a depth indicator that has a material surface indicator and a depth guide. The material surface indicator is at a height above the depth guide substantially equal to the predetermined depth. The volume indicating also includes an area indicator, indicating an area equal to the predetermined area. The volume indicating tool is pushed into the formable material until the material surface indicator is level with the top surface of the formable material, thereby pushing the depth guide to the predetermined depth. Then a shovel is pushed into the deformable material until it reaches the depth of the depth guide and is used to gather formable material. The shovel is emptied at a location away from the shovel guide tool.

Abstract: A system for constructing log structures includes a corner connection structure, a through-bolt clamping apparatus, an opening support structure, a butt joint connection structure, a log profile, and an exterior casing structure. The corner connection structure has logs with overlap portions shaped so that the overlap portions of the logs of a first wall overlap and alternately interlace the overlap portions of the logs of a second wall. A generally vertical slot extends through the overlap portions of the logs, and at least one spline is provided in the slot. The through-bolt clamping apparatus has a through-bolt extending along the height of the wall, a lower clamp arm coupled to the through-bolt and the bottom of the intersecting walls, and an upper clamp arm coupled to the through bolt and the top of the intersecting walls.

Abstract: The invention relates to a component for spatial grid supporting systems comprising filler material, especially for retaining walls and/or noise-abatement walls. Said component comprises the following characteristics: a closed or open, single-element or multi-element frame body (RK) is provided, said frame body comprising at least one longitudinal member (LTF) which extends essentially along the front of the supporting system on the front side in relation to the mounting position. The frame body also comprises at least one cross member (QT) which extends at an angle, especially at a right angle, in relation to the longitudinal member. Said longitudinal member (LTF) has, at least in sections, a polygonal, especially square, cross-section which is defined by longitudinal surfaces which are essentially, or at least in sections, plane, said cross-section extending in a normal direction (N) to a frame plane (E—E) which is defined by the longitudinal member and the cross member.

Abstract: A cross tie bracket that is attachable to a rod and a building structural element. The cross tie bracket has a generally cylindrical body sized to receive the rod and a gusset disposed between the body and a base. The base has a series of apertures formed therein for inserting fasteners through the base into the building structural element, temporarily securing the cross tie bracket to the building structural element with screws, and for providing alignment of a temporary drill guide with the base. A first and second end plate are disposed adjacent to each respective end of the cylindrical body. Each of the end plates has a rod aperture sized to receive the rod. Accordingly, by inserting and securing the rod to the end plates, it is possible to attach the rod to the building structural element.

Abstract: An end cap for rain gutters having an overlying cover for deflecting leaves and other debris to prevent gutter and downspout clogging. The end cap includes a gutter trough closure region, for blocking water flow from the end of the gutter, and a second, above-trough closure region for blocking entry of leaves and other debris into the end of the gutter between the gutter trough and the overlying cover.

Abstract: An improved, lightweight, portable, and self-contained concrete form for fabricating tilt-up concrete walls is provided. The form includes a frame made from metal frame members joined at their ends with the frame members forming the sides of the frame. The frame members may be channel shaped with their channels facing inwardly. A reinforcing mat comprising an array of crisscrossed rebars is disposed within the frame and is held in place with a plurality of brackets on the ends of at least some of the rebars and welded to respective frame members. The rebar mat is sized to be positioned in the mid portion of the frame and the brackets on the ends of the rebars are slid outwardly into and attached to the frame members by spot welding. The brackets are then spot welded to the ends of their rebars to form a rigid, lightweight concrete frame.