Abstract: The present invention provides a method of improving the ductility of a structural member, such as a reinforced concrete beam or column, by providing a region of increased compression yielding in the compression zone of the plastic hinge region or nearby. This can be achieved by forming a mechanism provided in the compression zone to provide the ductile compression zone.

Abstract: A light-conducting component, in particular finished concrete part in the form of a masonry brick, for constructions and buildings. The component is produced in a casting mold by casting into at least one casting building material and the optical waveguide is made of a light-conducting building material, e.g. PMMA polymer or glass, which is accessible at at least two positions on the outer surface of the light-conducting component for the input of light and output of light. The optical waveguide is configured as a self-supporting 2D or 3D lattice body composed of rods having a thickness/diameter of greater than 1 mm. The self-supporting 2D or 3D lattice body has approximately the same or an only slightly smaller width (W), or length (L), or base dimensions (W, L), or total external dimensions (W, L, H) than the casting mold itself.

Abstract: A moulding for sealing a horizontal structure with a finishing layer of a vertical structure at a corner joint. In cross-section, the moulding has a rectangular base portion for insertion into a gap between the horizontal structure and the vertical finishing layer, and a cap portion with an upper lip for sealing against the finishing layer and a lower lip jutting downwardly for sealing against the horizontal structure. Double sided foam tape is applied only to an underside of the rectangular portion of the body. A bead of caulking at an inner face of the upper lip below an upper tip forms a flexible secondary seal of the moulding to the finishing layer of the vertical structure. While providing a secondary seal for maximum water-tightness, the caulking is protected from water exposure by the primary seal provided by the upper lip of the moulding to prevent mold build up.

Abstract: A liquid resistant barrier for structural openings such as doors, windows, vents, or the like for use during floods or storms is disclosed. A barrier frame is placed within and about the periphery of the opening, with a gasket located on the structural side, to form a seal. A barrier frame cover, with a corresponding barrier frame cover gasket, is placed over the barrier frame and compression fittings used to hold them together. The gaskets form a seal that is impermeable to liquids and the barrier frame cover prevents damage by flotsam or dynamic pressure.

Abstract: Various disclosures of a horizontal stack joint system for a curtain wall is disclosed. In certain embodiments, the joint system comprises a lower subsystem having a dual member projection and an upper subsystem having a channel sized to receive the dual member projection.

Abstract: A self-supporting apparatus can be placed in an opening in an existing wall substrate. A frame assembly is configured with a perimeter that can be adjusted to correspond to the opening of the wall substrate. Opposing frame portions are movable in opposite directions with respect to each other to be expandable for contact with the opening. Each frame portion comprises a first side having a detent on one surface and a second side with at least one groove on a surface thereof. The surfaces of the opposing frame portions face each other. The detents and grooves are dimensioned to provide engagement, respectively, between grooves and dents of facing frame portion surfaces.

Abstract: An apparatus for reinforcing an upstanding utility/meter pole having a worn top includes an elongate brace adapted to bear against the pole near a top end of the pole. A washer plate is disposed in overlying relation to the elongate brace. A front support is secured to an opposite side of the pole by an elongate bolt that extends diametrically through the pole and is engaged by a nut to secure the brace and front support in sandwiching relation to the pole. A second embodiment reinforces a cross arm of a pole and a third embodiment ensleeves a pole at its uppermost end in a cylindrical body that serves as a prosthesis for a disintegrating pole top.

Abstract: A method for transporting cast panels is disclosed including providing a cast panel having a body with a first side and a second side, opposite the first side, the body defining a first recess disposed on the first side and defining a second recess disposed on the second side. A first hook-like member is inserted into the first recess to couple the first hook-like member with the body, the first hook-like member operably coupled to a lifting assembly. Thereafter, a second hook-like member is inserted into the second recess to couple the second hook-like member with the body, the second hook-like member operably coupled to the lifting assembly. Finally, the cast panel is transported by applying a lifting force, through the lifting assembly, to the first and second hook-like members.

Abstract: The invention relates to a building section including a sub-structure and a cladding member connected in fixed relation relative to the sub-structure. A multi-function elongate, flexible insulating element is disposed between the sub-structure and the cladding member for damping energy transfer between the cladding member and the sub-structure, facilitating alignment of the cladding, and creating a rainscreen configured to drive out moisture from the wall cavities. The flexible insulating element includes a bond breaker disposed on the external surface of the insulating element. The bond breaker prevents externally applied joint sealant compound from adhering to the insulating element. The bond breaker can act as a safeguard to prevent joint sealant deterioration or adhesion to undesired surfaces.

Abstract: The present invention concerns a masonry wall system consisting of a plurality of panels and artificial masonry units. The panels are provided with channels sized to receive the artificial masonry units and delimited by protruding ribs. The protruding ribs have a predetermined width w and also have notches uniformly spaced along the ribs. The artificial masonry units have protuberances devised and positioned on the masonry units to be fitted in the notches of the protruding ribs so that the masonry units are equally spaced-apart from each other by a predetermined gap (g).

Abstract: A saddle hanger for connecting at least one bracing member to a truss chord includes a base having a first end portion for receiving a bracing member and an adjacent portion for receiving a truss chord. A projecting element extends from a transverse edge of the base portion, and has a width narrower than the transverse dimension of the hanger base. A plurality of flanges extends upward from side edges of the base and defines with the base a channel for receiving one of the truss chord and bracing member. The saddle hanger can be formed from a stamped metal blank, with portions of the saddle hanger being nested in side-by-side relation to minimize the amount of material used.

Abstract: A device raises drywall off of a flooring surface. The device cooperates with a track which is connected to the flooring surface, the track having a side wall. The device includes a rod to which are connected a plurality of spaced apart clips. The clips are shaped and dimensioned to connect to the side wall of the track so that the rod resides outside the track and rests upon the flooring surface. The drywall is then placed upon the rod and thereby is spaced apart from the flooring surface.

Abstract: A break away connector system is provided for coupling together structural elements, such as a firewall and a floor or ceiling. The break away connector system comprises a support member and a fusible member. The support member is connectable to a firewall for securing a floor or ceiling to the firewall. The break away connector system further comprises at least one securing member for connecting the floor or ceiling to the support member. The fusible member has a lower melting point than the support member. The support member is configured such that when the fusible member is weakened by heat, the floor or ceiling is slidably releasable from the support member. In a further embodiment, a method is provided for constructing a firewall connection system.

Abstract: A wind turbine station for generating electricity comprising a multi floor structure having open framing. The open framing comprising at least two spaced-apart, open, vertical frames, the frames each made primarily of uncovered beams and columns. The station has a plurality of vertically spaced, horizontal, interior platforms forming the floors of the structure, each interior platform extending between and joined to both of the frames over the length of the frames. Wind turbines are mounted on the structure about the outer periphery of each platform. The wind turbines face outwardly and are each operatively connected to a generator to produce electricity. In a preferred embodiment, the structure has an annular shape with an outer cylindrical or polygonal prism frame and an inner cylindrical or polygonal prism frame spaced from the outer frame. The interior platforms have a flat, ring shape. The invention includes a method for building the station.

Abstract: A tamper resistant apparatus for removable retention of a memorial marker such as those found at a grave site. The apparatus includes a locking mechanism housed within a cylinder. The cylinder has a cover intended for use exposed to the environment. The cylinder is attached to a footing plate that provides lateral stability during placement of the apparatus in the ground. Horizontal gripping within the ground is provided by a helical anchor attached to the footing plate. The locking mechanism includes a latch which may be moved into and out of a notch in the post of the memorial marker to respectively retain and release the marker from the apparatus.

Abstract: A building construction has a foundation, walls and a roof structure, the walls being wrapped by a reinforcement fabric, with the reinforcement fabric being connected to the foundation and the roof structure to tie the roof structure to the foundation for increased resistance to natural disasters. The connection of the reinforcement fabric to the roof structure includes a top rail having a connector plate attached to the roof structure and having an upwardly oriented opening, and a wrapping member about which the reinforcement fabric can be wrapped, the wrapping member having a geometry corresponding with the geometry of the upwardly oriented opening in such a manner that the wrapping member is prevented from rotating in the opening.

Abstract: Disclosed are frame members and mullions for a window frame that comprise a reinforcing member that is surrounded by an outer plastic layer. The outer plastic layer is held securely to the reinforcing member as a result of a waist banding effect that comprises an inward force created by the outer plastic layer as it cools and contracts around the reinforcing member. In addition, lobes are formed in the reinforcing member that assist in holding the outer plastic layer to the reinforcing member. Window inserts can be removed and replaced using adapters and removable brackets. Frame members and mullions can be built sufficiently strong to provide structural support. The frame can also be used to hold photovoltaic cells and protective coverings for photovoltaic cells. Structural members are also disclosed that have reinforcing members with apertures, debossing, scarification and/or indentations that secure the thermoplastic layer to the reinforcing member.

Abstract: A block wall system comprising a framework having a perimeter, an intermediate vertical mullion, and an intermediate horizontal mullion with the blocks retained therein using flexible flanges. The intermediate vertical mullion and the intermediate horizontal mullion define one or more cavities within the framework. A block has a top, a bottom, a front face, a back face, and a pair of narrow faces. One or more detents are defined within each narrow face. Next, a flange is anchored within the intermediate vertical mullion, wherein the flange flexes and thereafter retracts to embed itself into the detent of the block when the block is inserted into the cavity such that the block is retained within the framework, thereby eliminating the need to use a fastener directly into or against the block to secure the block within the framework.

Abstract: An eavestrough having a front wall, rear wall and top wall with a foraminous membrane extending between the rear wall and front wall, and a recess formed between the eavestrough top wall and the foraminous membrane which permits reversal of water flow flowing towards the recess.

Abstract: An expansion joint system for bridging an expansion joint gap between two spaced-apart underlying stair structures. The expansion joint system includes a movable plate that is connected to a fixed plate through a hinge. The hinge connection permits the movable plate to move in response to thermal movements and seismic events that causes the width of the expansion joint to open to a greater width or close to a smaller width. Following the seismic or thermal event, the hinge connection automatically returns the movable plate to its original position.