Abstract: A self supporting panel system used to fabricate ceilings, floors, walls, or roofs. The panel system is assembled from a plurality of panels, each having a core that is sandwiched between opposing plate members. In a preferred embodiment, the core of each panel includes a unifying material to enhance the load bearing capacity of the panel.

Abstract: An outpatient surgical center can include a hybrid operating room. The hybrid operating room can include at least one radiation shielded wall, a floor, and a ceiling. The hybrid operating room can also include an imaging device disposed in the hybrid operating room. The hybrid operating room can further include an operating table disposed in the hybrid operating room. A building for the outpatient surgical center can initially be constructed to conform to International Building Code (IBC) Class B standards.

Abstract: A combination of a covered, raised corner desk and seating area and walk-up corner bar provides a degree of security and privacy while encouraging working together and meeting with persons standing at the outside of the bar/desk.

Abstract: A roofing debris collection apparatus having one or more gutter liners constructed to fit in an interior of a gutter to collect roofing debris; one or more debris chute drapes; and one or more drape support poles to maintain the debris chute drapes in a vertical angled orientation adjacent the gutter to guide roofing debris from a roof to the ground. Roofing debris is allowed to accumulate in the gutter liners or to fall off the roof on to the debris chute drapes and to slide from the debris chute drapes onto a tarp on the ground. The roofing debris is collected and removed by collecting the gutter liners from the gutter and gathering the tarp from the ground. The roofing debris collection apparatus allows for rapid collection and removal of roofing debris and protects the sides of a building from any damage that might be caused by the collection of roofing debris.

Abstract: A window mounting assembly includes a multi-piece bezel having a first portion having an attachment feature, and a second portion having a retention feature. The retention feature is configured to engage the attachment feature such that an inner opening is defined having an inner wall. The inner wall defines a channel. An electro-optic element is disposed in the opening and configured for reception in the channel of the inner wall.

Abstract: The invention is a mixed stucco block of gypsum blocks. Due to using a layer of compacted polystyrene in its center, it is much lighter than regular gypsum blocks. In addition, its heat transfer coefficient is less than solid stucco panels. In addition, due to applying some smithereens in it along with support system and innovative Rabyts, mechanical connection of cement mortar is provided for it. Therefore it is possible to use this block in wet places including in bathroom, WC, and as the side wall of the façade.

Abstract: The present disclosure relates to a unit structure for use in forming a modular data center. The unit structure may have an elongated frame structure forming a rectangular-like subsystem, and may be adapted to be supported above a floor surface. At least one conduit may be integrated into the elongated frame structure for supplying a fluid to an area defined by the elongated frame structure.

Abstract: A prefabricated reinforced concrete-filled steel pipe sleeve joint includes high-strength outsourcing steel pipes, reinforcement restraining plates, high-tensile reinforcements, transformation separation sleeves and an ordinary outsourcing steel pipe, wherein: two transformation separation sleeves are respectively located at an upper end and a lower end of the ordinary outsourcing steel pipe; one of the transformation separation sleeves, which is located at the upper end of the ordinary outsourcing steel pipe, is connected with one of the high-strength outsourcing steel pipes; the other transformation separation sleeve, which is located at the lower end of the ordinary outsourcing steel pipe, is connected with the other high-strength outsourcing steel pipe; the high-tensile reinforcements penetrate through the ordinary outsourcing steel pipe; upper ends and lower ends of the high-tensile reinforcements are respectively extended to interiors of the high-strength outsourcing steel pipes; the high-tensile reinfo

Abstract: Architectural precast concrete construction relies on mechanical connectors at discrete location that may be damaged in a blast or seismic event, posing specific design problems to the engineer. These problems can be overcome with proper detailing. The performance of precast concrete cladding wall panel connection details may be enhanced by incorporating a specific connection hardware, herein described, that deforms elastically or inelastically to accommodate relative displacements due to building motion and/or energy associated with blast pressures.

Abstract: A device for compensating for the natural shrinkage of building materials includes an expander mounted on a base plate. An opening in the expander aligns with a hole in the base plate to define an axis and receive a shank of a fastener. The expander is biased axially away from the base plate substantially at the axis. The base plate can be securely fastened to a first building member. A fastener can be axially fixed relative to a second building member and the expander but not axially fixed relative to the base plate and first building member.

Abstract: A glass beam element, for constructing a loadbearing structure, comprises at least one elongate structural reinforcement section extending along a longitudinal direction, and at least one glass segment bonded to said at least one elongate structural reinforcement section. The at least one elongate structural reinforcement section comprises a weldable material, and the at least one glass segment has a length along the longitudinal direction that is shorter than the elongate structural reinforcement section such as to allow welding of an end region of the at least one elongate structural reinforcement section without thereby damaging the at least one glass segment.

Abstract: The invention relates to a metal element (12) for anchoring an anti-erosion coating that is intended to be fastened alone in an isolated manner to a metal wall or assembled with other identical anchoring elements. The anchoring element (12) has an edge (12a) for fastening to said metal wall and an anchoring body firmly attached to the fastening edge (12a) and having an upper edge (12b) that is away from the fastening edge and intended to be covered by a composite material of concrete type. A section of this upper edge (12b), which is not intended to be juxtaposed and assembled with an upper edge of an identical anchoring element, is provided with a delimiting tab (16) in order to delimit a height of composite material that must cover the upper edge (12b) of said anchoring element, said delimiting tab (16) having a delimiting edge (18) that is a predetermined distance away from a plane defined by the upper edge (12b) of the anchoring element.

Abstract: A bushing includes an upper collar with a lower sheath and an annular shoulder intermediate the collar and sheath. The collar has a plurality of spaced apart notches and the sheath has a plurality of spaced apart slits that may be circumferentially aligned with the notches. The sheath has a plurality of spaced apart ribs projecting outward circumferentially offset from the slit for assisting in maintaining the sheath within a hole in a fastener with the annular shoulder against the fastener. A securing member with an elongate shank extending from a head with a distal portion is maintained in the longitudinal opening in an upright position aligned with the hole. As the fastener is driven longitudinally through the opening and hole, force from the fastener causes the bushing to break away and yields direct contact between the securing member head against the top surface of the fastener.

Abstract: The present invention relates to a heat-insulating finishing material and, more particularly, to an outer-wall heat-insulating finishing material configured such that tiles can be arranged on the heat-insulating material at a predetermined interval using an interval plate, by applying mortar to the bottom surface and the upper, lower, left, and right surfaces of the tiles, the tiles can be firmly attached to the surface of the heat-insulating material, and, by means of a change in shape of the interval plate and an intaglio pattern formed on the surface of the heat-insulating material, the tiles, which are fitted to the interval plate and attached to the surface of the heat-insulating material, can remain attached, with a maximized attaching force, regardless of various external forces.

Abstract: The insulating barrier of a panel including has a first stratum and a second stratum, each having a plurality of ridges that face each other, and run athwart of each other. Clearance between at least some adjacent pairs of the ridges provide a mechanical chase that reaches across at least most of the panel. A cladding overlaying at least one side of the insulating barrier is denser than the barrier. The mechanical chase is in the form of a groove through which a utility feed can be routed when the panel is to be mounted in a building.

Abstract: Indicator device (90), for indicating proper alignment of bolt-and-nut holes of two abutting flanges (72,72?) of two tower sections (2,5) of a wind turbine tower structure (1), the indicator device (90) comprising a connector (122) for connecting the indicator device (90) to an inner face (71) of one of the flanges, and a body (100) having a first body end (101) and an opposite second body end (112) closer to the connector (122), the indicator device (90) including a resiliently deformable part (150), a pneumatic system or a hydraulic system allowing for the indicator device (90) to assume a normal configuration wherein the first body end (101) is distant from the connector (122), and a second configuration wherein the first body end (101) is located closer to the connector (122), the resiliently deformable part or pneumatic system or hydraulic system urging the first body end (101) from the second configuration towards the first configuration.

Abstract: An encapsulated glass assembly includes a glass panel and a plastic frame and a clip. The frame has at least three frame sides and has a lower wall portion extending from an outer wall surface along each of the at least three frame sides. The clip has a C-shaped clip channel and is coupled to a first frame side of the frame such that a portion of the panel is retained within the C-shaped clip channel. An optional clip can be coupled to a second frame side. The plastic frame can alternatively include a C-shaped channel on the second frame side, wherein another portion of the panel is retained within the C-shaped channel. An encapsulant is bonded onto the panel, the frame, and the clip to secure the frame to the panel. The encapsulant has a Shore hardness less than the Shore hardness of the frame.

Abstract: A mosaic tile member has a backing layer with a top adhesive surface for adhering at least two sets of individual tiles onto the backing layer in spaced relationship to permit grouting between the individual tiles. Each set of individual tiles has a foam base layer that is approximately 67 to 80 percent of the overall thickness of the mosaic tile. A design layer and a transparent protective wear layer cover the foam base layer. The design for one set of individual tiles can differ from the design for the other set of individual tiles. An adhesive is provided on the bottom of the backing layer to enable the mosaic tile to self-adhere to a wall, ceiling and floor surface. Individual tiles in the mosaic tile can be punched out or cut from a blank laminate of the foam base layer, the design layer and the protective wear layer.

Abstract: The disclosed technology is a system and a method for strengthening one or more joints of a structure having a plurality of structural members forming a vacuous area at each joint. The method includes computing limit load bearing capacity for the structure, at a joint, securing a filler module to the joint, at the vacuous area, the filler module having a plurality of surfaces so that when secured within the vacuous area, some of the surfaces are tangential to the members of the structure at its joint, and one or more of the surfaces are non-tangential to the members of the structure, and applying at least one layer of continuous fiber reinforced polymer wrap about the filler module and the members at the joint. The filler module of the disclosed technology is designed and configured to dissipate energy from a load applied to the structure, and at least doubling the load bearing capacity for the structure, at the joint.

Abstract: Various implementations are directed to a single face building block and masonry wall assembly and methods. Each building block includes a single face shell, first and second webs extending from an interior surface of the face shell, and a pier that has a proximal surface disposed between distal ends of the webs and a distal surface that is opposite and spaced apart from the proximal surface of the pier. Interior surfaces of the webs, the proximal surface of the pier, and a portion of the interior surface of the face shell between the webs define a pocket. In addition, the building blocks may include a ledge that extends outwardly from the distal surface of the pier. This ledge forms a channel with an upper surface of the pier stacked above the block.