Abstract: Some embodiments include an exterior insulated finish wall assembly including an exterior panel member, an insert member, and a drainage channel. The exterior panel member includes a rigid insulative substrate and a base coat selectively disposed on the rigid insulative substrate. The rigid insulative substrate includes a body portion and a tail portion extending from the body portion. A recess is defined by a sloped surface and a back surface of the tail portion. The insert member is configured to be disposed within the recess. The insert member is sized and shaped to correspond to the recess. The insert member includes a rigid insulative substrate and a base coat selectively disposed on the rigid insulative substrate. The drainage channel is defined between the tail portion and the insert member.

Abstract: Floor panels are shown, which are provided with a mechanical locking system including a flexible tongue in a displacement groove. The flexible tongue may be formed from the core material of the floor panels and inserted during production into the displacement groove. The locking system may be locked with vertical folding.

Abstract: The disclosed subject matter relates to an apparatus for detachable fastening of a glass pane to a substructure, comprising a block strip that is subdivided into a block piece to block the glass pane on one of its peripheral sides and a holding piece to lie against the substructure, the block strip having at least one opening for fastening means for detachable fastening of the block strip to the substructure, and a bonding strip, an outer surface of which is bondable with one side of the glass pane, wherein the holding piece has a projection and the bonding strip engages the projection on the side facing away from the block piece when the glass pane is in the fastened state.

Abstract: A trestle mat construction panel configured for use with building equipment and a method of manufacture and use thereof. The trestle mat construction panel is preferably formed of a partially hollow core body and strong support material to allow the construction panel to be easily placed and moved and to support various materials, such as construction equipment including cranes and the like, when in use.

Abstract: A system for wall to wall connection for precast shear walls includes a plurality of horizontal and vertical reinforcement bars configured within the precast shear wall. The system also includes a plurality of connecting tubes fixed between the spacing provided between the reinforcement bars, a plurality of openings provided between the plurality of connecting tubes, a plurality of grout tubes fixed above the plurality of openings to grout the openings after completing confection of the shear walls, a plurality of connecting bars capable of being inserted within the connecting tubes of the precast shear wall, when erected, a connecting device for inserting through the openings to grip the connecting bars, and a driving device to supply power to the drive for causing rotation of the drive/manual action and, thereby, sending the connecting bar in a translational motion from the first shear wall to the second shear wall.

Abstract: The inflatable tent with air mattress is an inflatable shelter. The inflatable tent with air mattress comprises a quadric shelter and a base sheeting. The quadric shelter attaches to the base sheeting to form an enclosed interior space that serves as the shelter. The base sheeting is a fluid impermeable sheeting that forms a barrier between the ground and the enclosed interior space formed by the inflatable tent with air mattress. The quadric shelter is an inflatable structure. When inflated, the quadric shelter expands away from the base sheeting to form the enclosed interior spaces of the inflatable tent with air mattress The quadric shelter forms a liquid impermeable barrier that forms the superior surface of the inflatable tent with air mattress.

Abstract: A method and apparatus for constructing a tower, where the apparatus may include a structure including a foundation including a plurality of hydraulic cylinders; a truss tower located on the foundation and configured to support a tower built on the foundation; and a controller configured to control extension and retraction of the hydraulic cylinders.

Abstract: A construction anchoring system includes one or more anchor apparatuses which are mountable relative to a form used to create a concrete support structure. The concrete is deposited in the form and cures whereby the one or more anchor apparatuses becomes embedded within the concrete support structure. The embedded anchor apparatus is readily accessible to be coupled with, or to support, construction supplies or equipment such as ductwork, electrical cables, plumbing, sprinklers, safety lines or fences, etc. within a construction site. A plurality of anchor apparatuses may be mounted relative to the concrete form to create a system for organizing the installation of construction materials and/or safety equipment.

Abstract: A method of reinforcing a structure comprising a wall built on a reinforced concrete stem wall may include removing concrete from the reinforced concrete stem wall at an exterior of the structure to expose the reinforcing material within the stem wall and create a space within the stem wall. A degraded portion of the of the reinforcing material may be removed. A hold-down may be partially disposed within the wall inserting, from below the wall, such that an upper portion of the hold-down is disposed within the wall and a lower portion of the hold-down extends into the space within the stem wall. A horizontal composite bar may be coupled to the exposed reinforcing material and to the lower portion of the hold-down. A cementitious material may be disposed in the space within the stem wall, around the lower portion of the hold-down, and around the horizontal composite bar.

Abstract: A set of floor panels, which is suitable for forming a floor covering in herringbone pattern, wherein these floor panels are oblong rectangular; wherein the long as well as the short edges are provided with mechanical coupling means; and wherein the male coupling part on the short edge can be inserted into the female coupling part on the long edge in one and the same turning movement which is used to insert the male coupling part on the long edge into the female coupling part on the long or short edge.

Abstract: A beam system and method of erecting a supporting arch enables large roofed structures to be erected quickly and economically. The method includes aligning a plurality of structural elements longitudinally; connecting upper corners of the structural elements to upper corners of adjacent structural elements, wherein adjacent lower corners of the structural elements remain unconnected; elevating first and second structural elements in a middle of the supporting arch; connecting lower corners of the first and second structural elements together; elevating third and fourth structural elements adjacent the first and second structural elements, respectively; and connecting lower corners of the third and fourth structural elements to lower corners of the first and second structural elements, respectively.

Abstract: Provided is a deck fixing apparatus including a rectangular support plate having a bottom surface which can partially come into contact with the top surface of a lower support; deck fixing parts formed by pressing the both side portions of the support plate and each of the deck fixing parts having a top surface for supporting the bottom surface of a deck and piece-fastened to the deck; and a support fixing part formed by extending a part of one side end of the support plate outwards in a plate surface direction so as to be fixed to the lower support, wherein the support plate has a cutout formed by cutting out a predetermined area inwards at the other side end of the support plate. Therefore, such deck fixing apparatuses can be coupled to each other in an angle-adjustable manner, thereby enabling the curve section construction of decks.

Abstract: The invention is a wind turbine tower and method of erection. The wind turbine tower comprises a plurality of support columns coupled to a wind turbine tower base, a lift deck coupled to the plurality of support columns configured to traverse a central longitudinal axis of the wind turbine tower, and a nacelle housing assembly coupled to the top of the plurality of support columns. The plurality of support columns spans a height of at least 85 meters may and in some embodiments are constructed of individual column segments transported and assembled via a small crane supported by the lift deck.

Abstract: Reinforcing panel having high durability, high strength, and high hardness is applied such that a concrete structure may be repaired to have excellent resistance to an external environment and to be structurally excellent. In comparison to existing bonding methods, a concrete structure and a reinforcing panel may be completely attached to each other as a whole using a repairing material with high fluidity as a cement-based material injected into a repair cross section. Part with microcracks is completely filled with repairing cement mortar injected at high pressure. Since reinforcing panel is precast-fabricated in a factory, embossing, intaglio, color, and the like may be easily added to an external surface of the reinforcing panel and an excellent exterior may be provided after repair due to an aesthetic cross section thereof. The reinforcing panel fabricated in a factory is applied as to reduce labor costs and construction costs.

Abstract: A column fixing device for frost prevention machine includes a connecting support, a pedestal, and pedestal bolt. The connecting support is composed of an anti-tilting guide barrel, a fixed pillar, a rib plate, and a connecting plate. The pedestal is composed of pedestal plates spliced to each other, and adjacent pedestal plates are connected via double-end studs. The pedestal bolt is used for fixedly connecting the connecting support with the pedestal. The pedestal is hit into soil to fix the pedestal, and then the frost prevention machine is fixed through the pedestal and the connecting support so as to overcome the difficulty and low efficiency of digging small-diameter installation deep holes required for high precision.

Abstract: A roof mount for mounting at least one solar panel to a roof surface including a base. The roof mount includes a clamp connected to the base and a first recess sized to support a first solar panel. The first recess has a first height extending between a first top flange and a first bottom flange. The clamp also includes a second recess sized to support one of a second solar panel and a skirt flange. The second recess has a second height extending between a second top flange and a second bottom flange. The roof mount further includes a fastener connected to the clamp. The second fastener is operable to adjust the first and second heights, such that upon tightening of the second fastener, the first height increases and the second height decreases, and upon loosening of the second fastener, the first height decreases and the second height increases.

Abstract: Fire rated building construction framing members and related wall assemblies are disclosed that comprise a sheet metal framing member (all profiles) in combination with a new type of multi-layer fire safety/sound reduction tape. The multi-layer fire safety/sound reduction tape comprises a flexible thermal barrier layer attached to a flexible intumescent material layer. In combination, the thermal barrier layer comprises a thermoplastic material that is on a surface of the sheet metal framing member, whereas the thermal barrier layer is attached to the intumescent layer such that the thermal barrier layer is between the sheet metal framing member and the intumescent layer. The multi-layer fire safety/sound reduction tape slows and impedes the spread of fire and smoke (during a fire) and also reduces sound transmission between adjacent rooms in a building.

Abstract: Methods and compositions for creating an immersive experience within wellness studios, rooms and enclosures, and methods of physically organizing a wellness center or studio and conducting the business of a wellness center or studio. In some embodiments the invention concerning enclosures for conducting wellness activities, such as yoga, pilates, meditation and the like. In preferred embodiments the enclosure comprises at least one interior space and at least one mirrored wall that reflects images projected from one or more projector component into a curved, projection wall opposing the mirrored wall.

Abstract: A deck drainage system includes a bracket, a locking bead, and a sheet. The bracket includes a first leg and an elongate receiver connected to an end portion of the leg. The elongate receiver defines a substantially round cross-sectional profile. The locking bead is an elongate member that defines a slit in an outer surface thereof for receiving the sheet. The locking bead is configured to be received in the receiver.

Abstract: Disclosed is a building frame structure having an edge beam and a construction method thereof. The frame structure includes: a main frame structure and a cantilever beam provided outside of the main frame structure, a beam supported by the cantilever beam, and an outer floor disposed between the main frame structure and the edge beam. The edge beam and the cantilever beam are preforms reserved with exposed reinforcing bars, respectively. The edge beam is provided thereon with a vertical sideboard and a temporary safety rail. The cantilever beam is a beam-shell structure provided with an inner recess. The outer floor is a laminated plate, a lower part of which is a preformed plate. The preformed plate, the edge beam, and the cantilever beam are connected to each other by concrete cast in situ at respective top portions thereof.