Abstract: A furniture system includes a furniture member including at least one slot, the furniture member having a first portion defining a first width of the at least one slot and second portion defining a second width of the at least one slot, the second width greater than the first width, a pair of support members each having a pair of recesses, each of the support members rotatable between a first position where the support member may be inserted into or removed from the at least one slot, and a second position where the recesses of the support member engage the first portion of the furniture member preventing removal of the support member from the at least one slot, and a screen member engaging the pair of support members thereby preventing the support members from rotating from the second position to the first position.

Abstract: A flood panel barrier system uses a series of water-impermeable panels around a structure or across openings in the structure where could otherwise enter the structure. The panels are supported at their interfaces by vertical support members that are rigidly mounted to ground surface. The vertical support members do not require bracing that extends behind the barrier in many applications and held in place at their lower end by opposing angled plates. There are fastening units for fastening the panels to the vertical support members, as well as fastening various supporting plates to the ground surface, and each of the fastening units include a knob that allows for tightening or loosening of the fastening unit, as needed.

Abstract: A wall system comprising a frame and one or more panels removably attached to the frame, wherein the one or more panels are positioned over one or more cutouts of the frame to form a substantially coplanar surface.

Abstract: A covering element for a floor covering comprising an upper surface having a relief structure, wherein the relief structure comprises excavations having a depth decreasing towards at least one perimetric edge of the covering element.

Abstract: Building panels, such as a floor panels or wall panels. The panels including a first mechanical locking system at respective parallel and opposite third and fourth edges, such as long edges, configured to cooperate for horizontal and vertical locking between two adjacent building panels, preferably by means of a folding motion. The panels further including a second locking system at respective parallel and opposite first and second edges, such as short edges, configured to cooperate for horizontal and vertical locking of two adjacent building panels. An upper edge portion of one of the third edge or fourth edge, preferably the third edge, includes a first lower lip portion configured to cooperate with a first upper lip portion of an upper edge portion of the other of the third and fourth edge of an adjacent panel when the third and fourth edges are arranged in locking engagement.

Abstract: A multi-layered integrated roofing plank or panel with a base layer comprising engineered or manufactured wood, a water resistant barrier layer covering at least the outer face of the base layer, and at least one of the edges of the base layer. A texturizing material also may be affixed to, or integrated with, the water resistant barrier layer. The edges of the roofing plank or panel may be configured as part of a joint with adjacent planks or panels, including, but not limited to, shiplap joints, tongue-and-groove joints, bead-and-cove joints, butt joints, or combinations or variations thereof.

Abstract: Flood Hinge is a novel system that allows an object to remain on its foundation in its normal resting position, to vertically and asymmetrically separate from this foundation upon application of an external force, while remaining securely tethered to the foundation, only to be guided to return to its original resting position as the external force subsides or is removed. This is accomplished by use of multiple parallel strut systems, each arranged in opposing positions.

Abstract: Disclosed herein are embodiments of a duct support assembly. The duct support assembly can include a frame structure and a duct support. The duct support can be configured to be installed in a floor assembly between a first beam portion of a first wall frame and a second beam portion of a second wall frame and to provide a duct exit from the frame structure. The duct support can be configured to transfer a tension and/or compression load. Also disclosed herein are embodiments of a method of using a duct support to provide a duct exit from a frame structure. The method can include positioning the duct support in a floor assembly between a first beam portion of a first wall frame and a second beam portion of a second wall frame.

Abstract: A wall supporting device, for supporting a wall segment, has a base portion, above which the wall segment is locatable. The base portion is for receiving a lighting device, and has a top surface on which a portion of the lighting device is restable. The device also has an arm portion, extending from the base portion, to which the wall segment is securable. A gap is defined between the portion of the lighting device resting on the top surface and a side surface of the device.

Abstract: A container with lower vibrations, such as quaking and shaking as well as noise effects, known also as hooting, honking or howling, and an effective and cost-competitive method and device to decrease such phenomena during the discharge of granular material particles from silos, hoppers, bins, reactors and in general containers for storing or processing such granular material particles. The container includes at least one baffle that is attached to the container wall, in the lower portion or at the bottom of the tapered discharge part of said container, protruding towards the central axis of its tapered discharge part. The baffle forms a stagnant zone in the bed of the granular material particles in contact with the container wall whereby the particles in that zone flow under the friction against other particles instead of the friction between the particles and the wall.

Abstract: A method for manufacturing a tower structure of a wind turbine includes printing, via an additive printing device, a plurality of concentric sections of the tower structure of the wind turbine. The concentric sections may be printed simultaneously from concrete, may include tensioning cables or other structural supports, and may define other support flanges or overhangs. After curing, the method may include raising an inner section of the plurality of concentric sections to a top of an adjacent outer section and joining the two sections. This process may be repeated to telescope the concentric sections and raise the tower structure.

Abstract: The present invention discloses a shoring apparatus, a system incorporating the apparatus, and a related method utilizing the apparatus in the system for an improvement in conducting concrete edge repairs in multi-story buildings. The shoring apparatus includes a structural member and attachment features that are configured to make the shoring apparatus attachable to the underside of a concrete structure that is to undergo edge repairs. The shoring apparatus is advantageous over shore poles in that they securely support the concrete form without relying on a lower structure to counter the load of the structural repair.

Abstract: A lower connector includes a lower connector hollow body, a pair of lower connector bosses coupled to the lower connector hollow body, and a pair of lower connector arms coupled to the lower connector bosses. A connector assembly includes an upper connector coupled to a lower connector and a gusset plate sandwiched between the upper and lower connectors.

Abstract: A deep foundation system having an array of concrete blocks that preferably includes multiple rows of blocks and multiple columns of blocks. Each block preferably has an upper surface, a lower surface and a plurality of side portions. Each side portion can extend from the upper surface to the lower surface. The array of blocks can have an outermost edge or a peripheral portion. A plurality of open ended channels can be provided through the blocks, each channel preferably extending from one side portion to a different side portion. At least two of the channels can be spaced apart and in between a first and a second of the side portions. At least two of the channels can be spaced apart and in between a third and a fourth of the side portions. The tensile cable members preferably extend through multiple channels of multiple of the blocks and to the peripheral or outer edge portion. One or more openings can be provided in each block.

Abstract: A method for manufacturing a glass panel unit includes an assembling step, a gas exhausting step, and a sealing step. At least one of a first glass pane or a second glass pane includes a low-emissivity film. In a situation where the low-emissivity film is heated at a temperature increase rate of 4° C./min before a peripheral wall is melted, a ratio of an emission quantity of a rare gas emitted from the low-emissivity film at a deformation temperature of the partition to an emission quantity of the rare gas emitted from the low-emissivity film at 100° C. is equal to or less than 2.0.

Abstract: An external platform that translates such that planking and structural members of the platform remain level and maintain a constant working surface area at the beginning, during, and end of the translation movement.

Abstract: Described herein is a wall assembly for use in walls of energy efficient residential or commercial buildings which can provide improved thermal resistance, moisture resistance and structural capacity. The wall assembly includes a frame assembly, an outer fiberboard, and a closed cell foam layer. The fiberboard is laminated with a lamination such as a non-perforated, non-woven polyolefin permeable membrane. The closed cell foam layer couples the frame assembly and the outer fiberboard. Also described herein is a method of manufacturing the wall assembly.

Abstract: The present invention relates to a variable friction energy dissipation prefabricated seismic-damping partition wall-frame structure and a construction method therefor. The variable friction energy dissipation prefabricated seismic-damping partition wall-frame structure includes a peripheral frame, prefabricated seismic-damping partition wall panels, rubber pads, a friction seismic-damping layer, horizontal force transfer members and a steel angle restraining members. The sliding friction of the partition wall can be significantly improved with increase of an inter-story drift, so that the partition wall has a larger hysteretic area and a higher energy dissipation capacity and can provide the structure with a relatively high additional damping ratio, so as to alleviate a seismic action. In addition, integral damage control of the partition wall can be better achieved, and the energy dissipation capacity of the partition wall under bidirectional seismic actions can be guaranteed.

Abstract: A manufactured wood based siding or cladding product made from an engineered wood composite including, but not limited to, oriented strand board (OSB), hardboard, plywood, and combinations thereof, with fire-resistant properties (e.g., resistance to flame spread, ignition and combustion) imparted during the manufacturing process. An engineered wood-based composite siding product (in various forms, including lap, panel or trim) possessing such material properties is better suited for meeting the requirements of certain communities or areas where building codes require such protection due to the risk of fires (such as those posed within the boundaries of the wildland-urban interface, WUI). Engineered or manufactured wood-based composite products are typically manufactured by assembling multiple layers, then consolidating these layers using heat and pressure. A “fines” layer comprising wood or lignocellulosic wood particles is currently applied to the face of engineered wood-based composite siding products (e.g.

Abstract: A web member for a truss with high sectional strength and an assembled truss is formed by transforming ends of an M-shaped web member into two double-layer connecting plates for connection through end transformation, grooving and drilling while steel consumption is not increased; and connection joints of a conventional truss are usually controlled by bearing capacities of bolts of which the sectional strength is insufficient, the thickness of bolt connections on ends of the web member is increased by flattening, and thus, pressure bearing capacities of the bolts will be greatly improved. The truss provided by the present utility model is a fully-bolted truss, connections of two adjacent web members and chord members are connected to intersection points of center-of-gravity lines of the web members and the chord members.