Abstract: A foundation for a structure pre-stressed via a plurality of tensioning members includes a foundation slab and a suspension device cast into the foundation slab. The suspension device includes an anchor element, which may be an upper anchor plate, located at least as high as an upper side of the foundation slab, the anchor element for attachment to one of the tensioning members. The suspension device also includes a lower anchor plate located at least as low as within a lower third of the foundation slab. The structure may be a container, a tower or a wind turbine tower. The structure may include a stack of prefabricated concrete parts. The disclosure is also directed to the combined structure and foundation, and to a method of manufacturing a structure having a foundation.

Abstract: A novel and useful frame less supplemental window for fenestration suitable for use with existing windows. The supplemental window, in one embodiment, comprises plastic sheet material with bullnose edging around it. Corner braces add rigidity and strength to corners in several embodiments. An attachment mechanism secured either to the sheet material or the bullnose edge functions to fasten and/or seal the supplemental window to an existing window. The bullnose edging functions to substantially enclose (i.e. trap) a volume of air between the window pane and the plastic sheet material. The supplemental window is configured such that the layer of trapped air is of an optimum thickness within a preferred range of 0.15 to 0.75 inches to maximize thermal insulation properties of the supplemental window.

Abstract: A modular shelter system includes a floor panel having a first curved surface along a lateral edge on a top side of the floor panel and a first inside surface located inside of the first curved surface. The modular shelter system additionally includes a wall panel having a second curved surface along a bottom end of the wall panel, wherein the second curved surface is configured to rotate relative to the first curved surface, and wherein the second curved surface is configured to mate with the first curved surface. The wall panel further has a second inside surface located inside of the second curved surface, wherein the second inside surface is configured to mate with the first inside surface when the wall panel is erected over the floor panel.

Abstract: Although Fiber Reinforced Polymers (FRPs), as alternatives for the corrosive steel reinforcement in concrete structures, have shown promising performance under gravity loads, their performance under reversal cyclic loading is still one of the main concerns. The linear behavior of FRP reinforcement has a two-sided effect on the seismic performance of FRP-reinforced concrete (RC) moment-resisting frames. Although the linear nature of FRP reinforcement could be advantageous in terms of limiting the residual damage after an earthquake event, it lowers the energy dissipation of the structure which can compromise its seismic performance. Disclosed herein is the addition of steel plates at selected locations in moment-resisting frames to improve seismic performance of FRP-RC structures while still being able to take advantage of its linear behaviour (minimal residual damage after earthquake). The effectiveness of the proposed solution was tested both experimentally and analytically.

Abstract: A method of constructing a cleanroom pass-thru chamber includes bending a single sheet of material into a monolithic frame having a first side, an opposing second side, a third side extending between the first and second sides, an open front end and an open rear end. The first side defines a first lip at a free end thereof and the second side defines a second lip at a free end thereof. The monolithic frame is bent to form four coved internal corners. The first lip and the second lip define an open portion therebetween. A first plate is attached to the two opposing lips and extends therebetween, closing the open portion of the monolithic frame, thereby forming an inner shell. The inner shell is positioned within, and attached to, an outer frame.

Abstract: An annular bracket for the external tensioning of a tower segment, in particular a tower segment of a wind power plant, to an external tensioning system of a hybrid tower, preferably a hybrid tower of a wind power plant, to a tower section of a hybrid tower, preferably a hybrid tower of a wind power plant, to a hybrid tower, preferably a hybrid tower of a wind power plant, to a wind power plant, and to an assembly method of an external tensioning system for a hybrid tower, preferably for a hybrid tower of a wind power plant.

Abstract: A cold formed anchor for use in an insulated cavity wall includes a unitary body formed with a driver portion and having large and small diameter portions. The driver portion may be formed with structure for connecting a veneer tie to the anchor. A method of making the cold formed anchor includes cold forming a driver portion and a reduced diameter portion from a blank.

Abstract: Floor panels are shown, which are provided with a mechanical locking system on long and short edges allowing installation with angling of long edges and where the short edge locking system has a displaceable tongue that is displaceable essentially in one direction from an inner unlocked position to an final locked position.

Abstract: A self-storage facility. The facility comprises a plurality of commercial containers located at a single facility. The facility further comprises at least one dividing wall within an interior of each of the plurality of containers, thereby separating the interior into a plurality of storage volumes. The facility further comprises and least one access mechanism for each of the plurality of storage volumes.

Abstract: An adjustable window support device is disclosed. In embodiments, the adjustable window support device includes: a horizontal segment configured to be placed into contact with a lower surface of a bay window; a vertical segment configured to be placed against a wall and configured to extend downwardly from the lower surface of the bay window along the wall; and an adjustable segment configured to extend diagonally from a bottom end of the vertical segment to the pin at or near a front end of the horizontal segment. The adjustable segment includes a first end that is pivotally coupled to the bottom end of the vertical segment and a second end that is configured to be held in a selected position by a pin that extends laterally through at least two holes at or near the front end of the horizontal segment.

Abstract: Embodiments of the invention provide a skylight assembly for an enclosure having an enclosure panel with an opening. The skylight assembly includes a lens, a gasket, and a nut. The lens includes an annular lens flange and a lens stem extending axially away from the annular lens flange. The gasket is receivable around the threaded lens stem and is adapted to be seated on the lens flange. The nut includes an annular nut flange and nut stem extending axially away from the nut flange. The nut stem is configured to engage the lens stem to secure the skylight assembly to the enclosure panel and compress the gasket against the enclosure panel.

Abstract: There is provided a method of prestressing a beam-column joint with an appropriate ratio among the magnitudes of compression in the directions of X, Y, and Z axes. The method introduces prestress in a beam-column joint with a tensile introducing force generated by tensionally anchoring prestressing tendons that are arranged in PC beams extending along two horizontal directions (or X axis and Y axis) and PC columns extending along the vertical direction (or Z axis) and passed through the beam-column joint to bring the beam-column joint in triaxial compression, the prestress being introduced such that a diagonal tensile force T generated by an input shear force due to a seismic load of an extremely great earthquake that may occur very rarely will be cancelled completely or partially so as not to allow diagonal cracks to occur. The ratio of the prestresses introduced in the directions of the respective axes satisfies the following equation (1): ?x:?y:?z=1:1:0.3?0.

Abstract: A vertical seal for use with a first and second exterior panels, the vertical seal including a first pair of opposed sides and a second pair of opposed sides. The second pair of opposed sides extend between the first pair of opposed sides, and the second pair of opposed sides have bends formed therein such that first pair of opposed sides are moveable towards each other under pressure. When the vertical seal is positioned between the first and second exterior panels and a seal is formed therebetween. An exterior wall system includes a plurality of exterior panels, a plurality of vertical seals operably connected between horizontally adjacent exterior panels and a plurality of horizontal seals between vertically adjacent panels.

Abstract: A method of assembling a deck board by using a step clip fastening device is disclosed. The method comprising the steps of fastening the step clip fastening device onto a joist by using a plurality of fastening tools; sliding a first end of the deck board into an inner cavity of a step clip attached at a first end of the step clip fastening device; and snapping a second end of the deck board into an inner cavity of a corresponding step clip facing the step clip attached at the first end of the step clip fastening device to form a mating relationship between the deck board and the step clip fastening device.

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: Disclosed is an embed pan suitable for use with railing embed plates. Railing embed plates are commonly attached by bolts to balcony decks as supports for balcony railings. The disclosed embed pan provides a watertight seal around railing embed plate.

Abstract: The present subject matter relates to systems, assemblies, and methods for connecting structural members together. A connector assembly includes an elongated track having a web, opposed edge portions that extend from a first surface of the web and that form a pair of slide channels, and one or more protrusions protruding from a second surface of the web opposing the first surface, the one or more protrusions being configured to connect to the first building member. A connecting member is adapted to connect to the second building member and includes a base that retains the connecting member to the channels but is movable within the channels along the track. In this configuration, when the connector assembly is connected between the first and second building members, the connecting member is movable in the track in response to relative movement between the first and second building members.

Abstract: An approved dynamic construction effectively thermally insulates and seals a safing slot between a floor of a building and an exterior wall construction, wherein the exterior wall construction includes a curtain wall configuration defined by an interior wall surface. The dynamic, thermally insulating and sealing system includes a tubular sealing element having wing-like connection areas for attaching the tubular sealing element to the curtain wall construction and the floor of a building, to maintain thermally insulating and sealing of the safing slot during exposure to fire and heat as well as movement in order to maintain a complete seal extending across the safing slot and to enhance the water-stopping properties of the insulation and seal within the safing slot.

Abstract: A system for providing reinforcement to structures comprises a prefabricated rebar assembly, a first end plate and a second end plate. The prefabricated rebar assembly comprises multiple rods connected to each other. The prefabricated rebar assembly is held between the first end plate and the second end plate to form a block of rebar assembly.

Abstract: A clamp for controlling uplift of panels of a metal roof is provided where the clamp secures two adjacent panels together. In some embodiments, the clamp has a slot configured to receive a roof joint between adjacent panels, and the clamp has at least one arm that secures the roof joint within the clamp and prevents the clamp from being pulled off of the roof joint. In addition, the clamp may have a channel and at least one protrusion that locate the roof joint within the clamp in a predetermined position to ensure that a bar component such as a bolt or a set screw can secure the roof joint within the clamp. Moreover, further features and arrangements of features can better position the clamp over a center of the roof joint.