Abstract: Aspects of the present disclosure relate to modular wall systems and methods of installing modular wall systems in hygienic environments. In one aspect, gap cover apparatus are disclosed. In one aspect, backplate arrangements are disclosed. In one aspect, non-progressive installation methods are disclosed. The modular wall systems can eliminate protruding ledges while maintaining structural integrity and hygienic properties.

Abstract: A section of a roof covering system, such as a shingle, having a flat base with planar top surface; and a plurality of fins disposed on the planar top surface at an essentially orthogonal angle to the planar top surfaces, forming a plurality of valleys between the fins, thereby forming a plurality of protrusions and recesses to damage, disintegrate and redirect hailstones which are incident upon the portion of the roof covering system.

Abstract: A privacy screen attachment apparatus can include a screen body having a plurality of elongated rungs spaced apart from each other. The rungs can be configured to facilitate releaseable attachment to screen bodies and other structures to allow for an adjustment in the extent to which a visible barrier is provided. Structures that can be connected to the rungs can also permit other functionality (e.g. attachment of a tackable surface, dry erase board, etc.) in addition to adjusting the visible barrier provided by the body of the privacy screen apparatus. A connection mechanism can be provided to facilitate a releasable attachment of such structures to the rungs without requiring use of any mechanical tools. Embodiments of the connection mechanism can be configured to also help prevent accidental disconnection to avoid accidents that could result in damage to the privacy screen apparatus or other objects.

Abstract: A memorial display system including a memorial assembly having a grave marker, a storage compartment, and indicia. The grave marker includes an integral storage compartment and the indicia. The storage compartment is a transparent display case. The indicia is displayed on the front surface of the grave marker. The memorial assembly is modular and configured to secure and seal pre-selected memorial items as contents for viewing.

Abstract: Aspects of the present disclosure relate to modular wall systems and methods of installing modular wall systems in hygienic environments. In one aspect, gap cover apparatus are disclosed. In one aspect, backplate arrangements are disclosed. In one aspect, non-progressive installation methods are disclosed. The modular wall systems can eliminate protruding ledges while maintaining structural integrity and hygienic properties.

Abstract: The present disclosure involves a device for inserting through adjoining panes of glass, which may be oriented to apply pressure to opposing sides of the glass in one orientation. The device generally comprises a shaft that accepts a fastener, which may be moved to tighten or loosen pressure applied by the device upon the glass. In one embodiment, the device comprises one or more plates for insertion through and placement against opposite sides of the adjoining panes of glass, and which can be used to reduce or remove bowing along the surface of the glass prior to sealing.

Abstract: A lattice of hollow bodies for forming a concrete floor slab comprises a plurality of hollow bodies. Each of the hollow bodies is coupled to an adjacent other one of said hollow bodies. Each of the hollow bodies has an outwardly extending reinforcement support for receiving a reinforcement member.

Abstract: The present invention discloses a prestressed-bolted dry-assembled segmental precast hybrid tower with grouting-free, comprising a top steel tower tube, a reverse self-balancing steal-concrete transition section, and a prestressed-bolted dry-assembled segmental precast concrete tower with grouting-free dry fast splicing and a gear reinforced wind turbine foundation; the steel tower tube, the steel-concrete transition section, the concrete tower tube and the hollow wind turbine foundation are integrally connected from top to bottom through a prestressed steel strand system to improve the overall bending resistance of the tower; the upper end of the prestressed steel strands is anchored to the steel-concrete transition section, and the lower end is anchored to the bottom face of the wind turbine foundation corbel; the concrete tower tube is composed of a number of segmental tapered precast concrete tower segments, which are grouting free spliced vertically, and the vertical splicing utilizes positioning pins to

Abstract: Embodiments may include an insulated structure. The insulated structure may include a plurality of structural support members coupled together to form a frame. The insulated structure may also include a plurality of first wall boards attached to an exterior side of the frame to form an exterior wall or surface of the structure. The insulated structure may further include a spray foam insulation positioned within at least one of the wall cavities of the structure. The spray foam insulation may have an insulative R-value greater than or equal to 6.0 per inch at 40° F. The spray foam formulation may be made from a formulation that includes a reaction product of a polyisocyanate compound and a polyol compound and a blowing agent. The blowing agent may include a mixture of n-pentane and isopentane, where the mixture is at least 75% isopentane.

Abstract: A monolithic corner encapsulates one or more panels while maintaining structural integrity and maintain hygienic properties. The corner may securely receive one or more panels and provide flexibility to easily adjust the one or more panels. The corner may simplify installation and an ability to adjust connected panels without compromising safety, installation time, and sterility.

Abstract: A subsill positioned at least partially under a sill in a sill assembly. The sill assembly positioned under a door or window. Two or more pressure chambers extend lengthwise between the subsill and sill. Pressure chambers can extend one behind another. The subsill can include a backstop with some of the pressure chambers extending lengthwise between the backstop and the sill. Apertures in the pressure chambers are positioned to force water to flow by a circuitous path.

Abstract: A composite foam and concrete wall includes a foam layer having a top surface, a bottom surface, a left wall surface and a right wall surface wherein the foam layer comprises at least two foam panels that define a seam that is substantially parallel to the top surface and the bottom surface. A concrete layer is secured to a surface of the foam layer.

Abstract: A method and system for forming a post-tensioned concrete slab using a post-tensioning concrete anchor. The system may comprise a connector anchor including a bore that includes a first frustoconical portion, and the connector anchor may be adapted to bear on the post-tensioning concrete anchor. The system may also comprise a coupler comprising a connector and a coupler body that includes a second frustoconical portion that is oriented oppositely to the first frustoconical portion. The connector may have a bore therethrough and may be configured to receive the coupler body and to engage the connector anchor. A pocket-forming cap may releasably engage the post-tensioning concrete anchor; the pocket-forming cap may include a frustoconical wall, a gripping head, and a connector-receiving portion. The method may include using the system to form a second concrete section adjacent to a first concrete section before stressing the first concrete section.

Abstract: A monolithic corner and/or adapter panel encapsulates one or more panels while maintaining structural integrity and maintain hygienic properties. The corner may securely receive one or more panels and provide flexibility to easily adjust the one or more panels. The corner and/or adapter panel may simplify installation and an ability to adjust connected panels without compromising safety, installation time, and sterility.

Abstract: A glazed façade anchoring system to a building including a box with a connection system to the façade and connection to the building slab. The first and second connections enable relative movement between one another, when the façade moves within the gap between the rear surface of the façade and the building slab edge under the high pressure loads due to exceptional events such as explosions. The device includes one or more solid elements with dissipative components acting in compression in the inward building direction and one or more solid elements with dissipative components acting in compression in the outward building direction.

Abstract: A shearwall is disclosed for use in lightweight or other constructions to transmit lateral shear forces and dissipate energy on the construction. In examples, the shearwall includes a central panel formed of wood, and side plates formed of steel. The side plates may be affixed at lower corners of first and second opposed surfaces of the central panel. Each side plate may include a fastening plate for affixing the side plate to the central panel, and a restraint plate which fits within a reduced area section of the central panel between the first and second surfaces.

Abstract: A panel comprising a heat providing layer is presented. The panel includes panel coupling means arranged for coupling the panel to adjacent panels. Longitudinal grooves are arranged in the panel along the whole length of the panel. In order to provide heat, at least one electrical end connector is arranged at one or more end panel coupling means. The electrical end connectors are arranged for being electrically connected to the heat providing layer, for being at least partly electrically conductive, and for at least partly protruding from the one or more end panel coupling means, thereby providing an electrical connection between the heat providing layer of the panel and a corresponding heat providing layer of at least one adjacent panel coupled to the panel. The invention also concerns a heating system comprising such a panel, the electrical end connector, and a method for installing such a heating system.

Abstract: Shear force anchor for transmitting shear forces transversely to the longitudinal direction of a structural element within structural elements made primarily of concrete, comprising: a connection section for introducing at least one shear force into the shear force anchor which is connected to at least one load introduction section, which can be contacted to the structural element to transmit at least one force component in the direction of the shear force to be transmitted to the structural element. In order to transmit large shear forces while at the same time having a slim design of the structural element, the connection section is additionally spaced in the direction of the shear force to be transmitted from the load introduction section.

Abstract: Disclosed herein are roof brackets, devices, and apparatuses for standing seam metal roofs to provide a removable place to place a foot. In one aspect, an apparatus may include a bracket configured to releasably secure to a standing seam of a panel, the bracket having a housing having at least one side comprising a slot configured to allow at least a portion of a standing seam to travel therethrough; a plurality of cams contained within the housing, the plurality of cams rotatably connected to the housing at a first portion of the plurality of the cams; at least one elongated member connected to at least one of the plurality of cams; and at least one tension element connected to the housing and in operable communication with at least one of the plurality of cams. Also disclosed herein are methods for using the disclosed roof brackets and apparatuses.

Abstract: A system includes an anchor body comprising a head and a hollow chamber shaft coupled to the head. The system also includes a housing sleeve configured to support the anchor body. The housing sleeve includes one or more fasteners pre-threaded into a base of the housing sleeve, and the housing sleeve comprises an arch configured to adapt to a ridge of a metal deck.