Abstract: Disclosed are a photovoltaic frame and a photovoltaic module. The photovoltaic frame includes a top support portion, a bottom support portion, a transverse edge portion, a first side edge portion and a second side edge portion. The top support portion, the transverse edge portion and the second side edge portion enclose a holding slot, and the top support portion has a bearing surface facing the holding slot. The photovoltaic frame alternatively includes a third side edge portion configured to connect the top support portion and the bottom support portion. The photovoltaic frame further includes a weather-resistant protective layer, covering a part of outer surfaces, that are in contact with external environment, among the top support portion, the bottom support portion, the first side edge portion, the second side edge portion, the transverse edge portion, and the third side edge portion if included.

Abstract: A construction method for building a post frame building by first constructing the roof near ground level. The roof assembly can have a removeable safety net system and be coupled to a plurality of support members, such as columns having a hinge connection to the roof assembly. Upon the roof system being lifted, the hinged columns can fold under the roof system and then be coupled to one or more anchor points established in the ground. The roof system can be raised into position at a pre-determined height using a lifting apparatus, such as a hydraulic lift.

Abstract: A method for constructing at least two elevators in a building under construction adapts the usable lifting heights of the elevators to an increasing height of the building, wherein each of the elevators is arranged in an elevator shaft of the building associated with the elevator and includes a drive platform having an elevator drive machine that supports and drives an elevator car and a counterweight by a traction sheave and at least one flexible suspension device. In order to adapt the usable lifting heights, lifting operations are performed in which in alternation one of the drive platforms is raised to a higher level in the associated elevator shaft and is locked there. A single lifting platform is temporarily fastened above the particular drive platform to be lifted to apply a lifting force required to raise the drive platform, which force is transferred to supporting elements of the elevator shaft.

Abstract: An installation tool configured to install a machine of an elevator system, including a base section including two legs, each leg including a laterally extending gusset attached thereto. A clamp assembly is supported by the base section and includes a first bracket attached to and positioned over the two legs and a second bracket attached to and positioned over the gussets. A first tube is movably carried by the first bracket and a second tube is movably carried by the second bracket. The first and second tubes are movable in the brackets between a retracted position that positions the machine over the base section and an extended position that positions the machine in a cantilevered position adjacent the retracted position.

Abstract: A method for erecting an elevator system in an elevator shaft of a building includes performing at least one lift process to adapt a usable lift height of the elevator system to an increasing height of the building. During the lift process, a drive platform, which supports an elevator drive machine and, via a flexible support, an elevator car and a counterweight, is lifted along at least one elevator car guide rail. Prior to the lift process, the at least one elevator car guide rail is elongated in the upwards direction above the drive platform and fixed to a shaft wall of the elevator shaft by at least one auxiliary support in the region of the elongation. After the lift process, the at least one auxiliary support, which then lies below the drive platform, is replaced by a final guide rail mounting which is designed differently than the auxiliary support.

Abstract: An elevator arrangement, in particular a construction time elevator arrangement, includes a hoistway; an elevator car mounted in the hoistway; and a vertically movable support structure in the hoistway for supporting the elevator car, the movable support structure being mounted above the elevator car in the hoistway. The vertically movable support structure includes a first working platform, having a planar working area, and a protective cover above the first working platform for protecting elevator components and/or people below it from falling objects. The protective cover covers most of the cross section of the hoistway.

Abstract: In one embodiment, a theater ride system includes a processor, a center platform, actuation arms, and maneuverable seating areas. Each maneuverable seating area of at least a first subset of the maneuverable seating areas is coupled to a respective portion of the center platform via a respective actuator arm of the actuation arms. The processor is configured to control the actuator arms to position the maneuverable seating areas in a uniform theater configuration such that each of the maneuverable seating areas is adjacent to at least one other of the maneuverable seating areas and the center platform to resemble stationary seating sections of a theater at a beginning of a show, move the maneuverable seating areas into different configurations during the show, and position the maneuverable seating areas in the uniform theater configuration near an end of the show.

Abstract: An integrated fiber cement and foam cladding system is provided that incorporates foam or similar light weight material to improve the insulation capacity of the cladding system. The system includes at least a fiber cement layer and a foam layer disposed on the backside of the fiber cement layer. The system improves the R-value of the building, a measure of the building's resistance to transferring heat or thermal energy.

Abstract: An apparatus for filling joints in precast concrete structures includes a core that has exceptionally low creep and conforms to ASTM D 1752 made of controlled particle size composites of recycled cellular rubber and plastic materials in the form of a rectangular slab. Holes are drilled through a central area and countersink recesses are formed around the holes. An outer coating of a thermoplastic polyurethane/polyurea elastomer system of a thickness of 0.075 inch covers the slab and countersink recesses. The coated core is abrasion and UV resistant while having the creep characteristics needed to make a dam expansion joint filler.

Abstract: Examples of construction systems and methods of constructing multi-story buildings utilizing premanufactured and prefinished components are disclosed. Examples of premanufactured and prefinished components include floor and ceiling slabs, non-weight bearing window walls, demising walls, exterior walls, and utility walls. The premanufactured and prefinished components may be transported to the construction site and assembled at the construction site.

Abstract: A baseboard for repair of a flood-damaged building and for construction of buildings located in areas prone to flooding, and a method of use of such a baseboard in repairing a flood-damaged building or in construction of buildings located in areas prone to flooding. The baseboard has one or more rearwardly-extending standoffs. A rear surface portion of the baseboard defines a plane, and a distal surface of the standoff(s) is spaced rearwardly from the plane by the standard thickness of wallboard mounted to studs on the building's wall. The bottom edge of the wallboard is above the “high-water” line, and the rear surface portion of the baseboard extends above the bottom edge of the wallboard and rests adjacent the outer surface of the wallboard with the distal surface of the standoff(s) supported by and resting adjacent the studs below the bottom edge of the wallboard.

Abstract: A method of erecting, and a method of servicing or dismantling, a wind energy plant with a hub height of at least 140 meters makes provision that a heavy-duty lifting device is temporarily disposed on a tower top for any installing, exchanging, or disassembling purposes, and subsequently is dismantled immediately, with all these operations being carried out without using an external crane. A light-duty lifting device attached to the tower serves for erecting the tower, so that no external large-scale cranes are required. For disassembling or exchanging the large components, an auxiliary lifting device is able to transport the heavy-duty lifting device to the top of the tower and is also capable of lowering the heavy-duty lifting device from there.

Abstract: The invention relates to a group of elongate panels for imitating a slat, the group comprising at least two slat end panels which have respectively a first short traverse edge and a second short traverse edge and two longitudinal edges and which, when the first respective short traverse edges are placed end to end or are arranged on the end of short traverse edges of at least one elongate intermediate panel, form a slat which has a continuous decoration on the joint of the traverse edges. The panels may have bevel longitudinal edges on their decorated sides, and the second short traversal edge of the respective slat end panel is formed on the decorated side as a bevel transversal edge.

Abstract: A method for transporting cast panels is disclosed including providing a cast panel having a body with a first side and a second side, opposite the first side, the body defining a first recess disposed on the first side and defining a second recess disposed on the second side. A first hook-like member is inserted into the first recess to couple the first hook-like member with the body, the first hook-like member operably coupled to a lifting assembly. Thereafter, a second hook-like member is inserted into the second recess to couple the second hook-like member with the body, the second hook-like member operably coupled to the lifting assembly. Finally, the cast panel is transported by applying a lifting force, through the lifting assembly, to the first and second hook-like members.

Abstract: A method for making a modular outdoor fireplace having textured exterior surfaces simulating natural stone or bricks and mortar. At least a fire-box unit and a chimney unit are cast from concrete with textured exterior surfaces. After placing the fire-box unit on a support surface, a fireplace insert is positioned in the fire-box unit and the chimney unit is supported either on the fire-box unit or on a cast concrete mantle which is first placed on the fire-box unit. The support surface may be a cast concrete hearth. A metal chimney is inserted through the chimney unit and the mantle and secured to the fireplace insert. A cast concrete cap is placed on the chimney unit.

Abstract: A pre-assembled tower base assembly for a wind turbine configured for transportation to a wind turbine site is disclosed. The tower base assembly includes a tubular side wall defining an internal volume, a first flange portion at a first end of the tubular side wall, a second flange portion at a second end opposite the first end, and a down-tower electrical assembly installed within the internal volume of the tubular side wall. The first flange portion is configured to couple to a foundation. The second flange portion is configured to couple to a tower section. Further, the first and second flanges define a maximum longitudinal extension therebetween. The maximum longitudinal extension is a maximum height permitted for rail or truck transport. As such, the tower base assembly is configured for transportation in an upright position to a wind turbine site with the down-tower electrical assembly pre-assembled within the internal volume.

Abstract: Construction systems for erecting building structures comprise a plurality of prefabricated interconnectable modular building units, each unit comprising framing members and a plurality of nodes, each node situated for selective interconnection with other units, the nodes and the exterior dimensions of the frame conforming to ISO shipping standards such that each unit is transportable using the ISO intermodal transportation system, and such that when the units are interconnected, a building structure is formed. The modular units are assembled at a remote location, and are there constructed to a semi-finished state, following which the semi-finished modular units are transported from the remote location to the job site, where they are secured to form the structure being erected, and the semi-finished modular units are thereafter constructed to a finished state.

Abstract: A unitized photovoltaic assembly is disclosed. A unitized photovoltaic assembly consists of a unitary frame designed to retain a plurality of photovoltaic modules. The unitary frame is formed by orienting a plurality of rails in the lateral direction above and mounted to a plurality of struts oriented in the vertical direction. Once the unitary framed is formed, photovoltaic modules slide into slots running the length of the rails and are thus retained in the unitary frame. Also added to the unitary frame are a series of power conversion elements, retaining brackets, mounting brackets, and cleaning elements. The completed unitized photovoltaic assembly can be fabricated off-site, transported as a single unit and installed to a roof or other surface with the use of a specialized lifting frame, also disclosed. Additional unitized photovoltaic assemblies can be mechanically and electrically interconnected to form a complete photovoltaic system.

Abstract: A method of constructing a tower structure by assembling a set of coaxial telescopic sections 2, 3a, 3b in position on site and then raising the assembled sections using hydraulic crawler jacks 8 and tendons 5. The telescopic sections are assembled or constructed in situ, starting with the inner section and then each subsequent section around the outside of the previously constructed sections. Each individual tower section may be cast in situ or assembled from multiple pre-fabricated segments. This method permits the construction of very tall structures while obviating the need for very large cranes. It also removes the design constraints on the height of the individual telescopic sections.

Abstract: An example of the disclosed seating system includes a plurality of seating risers configured to telescope relative to one another, and at least one of the seating risers is a powered seating riser configured to deploy and retract the seating risers. Further included is a control pendant. The powered seating riser is drivable in response to said control pendant.

Abstract: A method for providing at least a part of a building includes the steps of prefabricating a module by assembling four walls extending between a floor and a roof to form a rectangular cuboid shape; providing at least one compartment within the cuboid shape; providing waterproof layers on the interior walls and floor of the compartment for creating a wet area within the module; arranging technical installations within the cuboid shape; and providing interior equipment within the cuboid shape. The method further includes the steps of prefabricating a plurality of panels and slabs; and connecting these panels and slabs to a lateral side of the module for providing a further rectangular cuboid shape forming a panel-built room.

Abstract: Disclosed is a novel wall or ceiling paneling or flooring manufactured from curved cask staves used in the aging of liquors, including wine and whiskey, having a desirable patina that emits a scent having a bouquet associated with the bouquet of the fermented liquor that was aged in the cask, as well as a method to manufacture the paneling or flooring that includes the steps of first straightening the curved staves, and then scrapping a portion of the stained surface layer of the stave to remove any splintering that may have occurred during the stave straightening process. The straightened, scraped stave is affixed to a wall or predetermined sub flooring surface with the stained surface layer remaining exposed for viewing or foot traffic and to permit the release of the wine, whiskey or other spirit bouquet into the room.

Abstract: A continuous load beam provides a continuous load path from a roof truss of a structure to a footing of a structure. The beam has a roof truss mounting portion and an elongate spanning portion. The elongate spanning portion has a connector and a footing attachment opposite the connector. The footing attachment is configured to be connected to a structural member of the structure adjacent to the footing of the structure. The roof truss mounting portion is configured to be connected to a structural member of the roof truss of the structure. The roof truss mounting portion has a bifurcated end with spaced apart yoke arms and a truss cap pivotally connected to each of the yoke arms. The truss cap is configured to engage at least a portion of the roof truss structural member. The roof truss support portion has a connector. The roof truss mounting portion connector is configured to be releasably connected to the elongate spanning portion connector.

Abstract: A lifting apparatus to be embedded within a precast concrete panel or slab to enable the panel to be lifted, positioned atop a road bed, and elevated above the road bed. A lifting apparatus is located at each corner of the panel. Each lifting apparatus has a threaded sleeve extending through the panel to receive a removable threaded lifting bolt by which to establish a lifting point at which a lifting force is applied to lift and position the panel. When the threaded lifting bolt is rotated completely through the threaded sleeve, a pushing force is applied against a base plate, whereby to elevate the panel above the road bed as is necessary to make the panel level with adjacent panels during the construction or repair of a roadway. Grout is pumped through the panel to fill the space between the panel and the road bed.

Abstract: A series of spans of column shaft (1) with a frustoconical shape, each span integrating two or more parts (2) and (3) with a polygonal or circular section formed with pieces prestressed in a bed in the factory, with centered or slightly deviated prestressing (4) and non-prestressed reinforcement (5) in the perimeter of the section or fibers, attached by means of wet or dry longitudinal joints (6), rotated in plan view or not, and transverse joints (7) which can be at different levels and provide continuity or not to the general prestressing, for a joining by means of steel bars (12), and in the case of the attachment to the foundation with direct positioning of the starter bars at the time said foundation is built, or by means of jacket tubes which will subsequently receive the mentioned bars (16).

Abstract: A mobile service station includes a deployable structure configurable between a first closed configuration wherein the structure is a container having two side walls, a roof, a floor, a front wall and a rear wall, and a second deployed configuration as an operating service station. The station includes service station accessories mounted on at least one of the side walls. At least one side wall of the structure is foldable between a first vertical position, wherein the side wall acts as a vertical side wall for the closed configuration, and a second position wherein the side wall acts as additional floor space for the structure in the deployed configuration. The service station is adaptable for use as a high-end food stand, among other applications. A method configures the mobile service station.

Abstract: The disclosure is directed at a portable building able to transition between a collapsed transport condition and an assembled condition, the portable building including a rear wall; a pair of side walls attached to the rear wall, the side wall including a hinged wall section, an end section, a side folding mechanism intermediate the hinged wall section and the end section for folding the hinged wall section along the end section; a front wall comprising a pair of outer doors; a pair of front folding mechanisms intermediate the outer doors and the respective side walls for folding each outer door along the respective side wall; a plurality of sliding roof trusses slidably engaged with the pair of side walls such that the plurality of sliding roof trusses can slide from a dispersed state along the pair of side walls to a collapsed state; and a roof mounted over at least a portion of the plurality of sliding roof trusses.

Abstract: Interconnectable panels having tongue-and-groove connections are mechanically connected to each other by first moving two panels into an intermediate position and then pivoting one panel with respect to the other. The underside of the tongue of one panel has a depression, while the groove of another panel has a protruding lower lip. The lower lip has a projection that fits in the depression when the two panels are in the intermediate position.

Abstract: A main work construction method for reinforced concrete building and a building construction machine are provided. The construction method involves constructing a top story framework on a lifting mechanisms (21) and a lifting platform (22); raising the top story framework by the lifting mechanisms (21); resetting the lifting platform (22) to an original position; constructing a second top story framework on the lifting mechanisms (21) and the lifting platform (22); permanently connecting the top story framework with the second top story framework; raising the top story framework and the second top story framework by the lifting mechanisms (21); and constructing repeatedly till the ground story framework is accomplished so as to complete the reverse story-by-story construction from the top story to the ground story.

Abstract: A sealed attic insulating and roof ventilating system has a receiver (lath) material attached to adjacent pairs of rafters and an insulation material secured to the lower surface of the receiver material. This arrangement creates an uninterrupted plenum between the receiver, rafters and roof decking through which air can circulate from the lower roof vents to the upper roof vents. The circulation of air through the plenum prevents moisture from accumulating or condensing under the roof decking and warping the decking, which ultimately leads to deterioration of the decking and failure of the roof covering. This air circulation also eliminates ice damming on the top surface of the roof covering.

Abstract: An arbitrary structural insulated panel and an adjoining structural insulated panel, which include magnesium oxide boards as the exterior panels, can be connected together by a first spline and a second spline. The arbitrary structural insulated panel is first connected to a building floor foundation. Then the first spline and the second spline are adhered into the arbitrary structural insulated panel. The adjoining structural insulated panel is then secured to the arbitrary structural insulated panel as the first spline and the second spline engage with the adjoining structural insulated panel. A plurality of fasteners is used as the final step to further secure the arbitrary structural insulated panel and the adjoining structural insulated panel.

Abstract: Embodiments of the present inventions are directed to systems, devices for use with systems, and method of mounting and retaining solar panels. A solar module mounting system may include: a support mechanism including a support post pivotably attached to a support base, and an attachment module for attaching a solar panel to the support mechanism.

Abstract: The present invention relates to a freestanding architectonic and constructive proposal, produced in the manufacturing facilities, which starting from an interconnectable basic model it can be assembled and reassembled according to specific requirements. Depending on the amount and shapes, it can scale up into horizontal, vertical or both complex architectonic structures. It is a foldable structure which allows easy arrangements for transportation and location in situ. Its configuration is carried through synchronized and symmetric orthogonal rotations and translations, both in its folding phase (1) and its unfolding phase (2), (FIG. 1), executed through any electric, pneumatic, hydraulic or manual system. Each one is integrated by axially symmetric segments forming the cover, the functional wall and the floor. The functional wall can lodge in its frame a typical wall, a functional piece of furniture or incorporate a specialized coupling module.

Abstract: Elevator liner apparatuses are pre-fabricated corresponding to an amount of multiple floors of a building being constructed. Each elevator liner apparatus includes a liner frame sized to accommodate an elevator cab and elevator rails within the liner frame. Rail mounting brackets are mounted to interior walls of the liner frame. The rail mounting brackets have elevator rail sections affixed thereto and have mounting bracket studs mounting the rail mounting brackets to the liner frame and extending beyond exterior walls of the liner frame. Anchor spikes are mounted to the liner frame and extend beyond the exterior of the liner frame such that plywood forms configured to form concrete elevator shaft walls are coupleable to the anchor spikes. Concrete is pourable between the plywood forms and the exterior of the liner frame. The concrete when dried affixes the mounting bracket studs and the anchor spikes in the dried concrete.

Abstract: A method and system is provided for constructing a multilevel structure using a hybrid top chord bearing floor framing system. The method and system may include a top chord bearing floor truss positioned on a first frame structure. The top chord of the truss may include a load-bearing interface with a top surface and a bottom surface. The truss may be wholly supported by the load-bearing interface of the top chord. The method and system may further include a second frame structure on the top surface of the truss. The first frame structure may be secured to the second frame structure via a fastener that extends through both the second bottom load bearing member and load-bearing interface of the truss into the first top load bearing member of the first frame structure.

Abstract: A method for forming a double-curved structure and double-curved structure formed using the same are provided. The method may include providing a flat mesh formed of a plurality of strands; interlinking the plurality of strands of the flat mesh using a plurality of cross-links; and adjusting the plurality of cross-links to form the double-curved structure.

Abstract: A modular design for large pulse jet fabric filters (PJFF) is divided into similar compartments, which are each “shop-fabricated” in quarter sections prior to delivery to the power plant site. The quarter sections of the compartments are modular and sized so that they can be fabricated at a shop located away from the power plant site and transported by truck over public roads to the power plant site. Once delivered to the site, the quarter sections are bolted together and seal welded to form a PJFF compartment, without requiring additional internal fabrication or welding. The assembled compartment is then lifted onto the support structure as an assembled unit and bolted and/or welded in place. The additional components of the PJFF may also be shop-fabricated offsite to further the benefits of the modular design.

Abstract: A modular oversized solar array with a support structure is provided that reduces land costs as a percentage relative to the production of electrical energy from solar installations. Components of the solar racking array may be manufactured using existing steel manufacturing facilities. The array may be configured to be temporarily held in place at a first position to allow workmen to perform panel installation work from ground level. The array may then be lifted, via a crane, to a second position (or a final tilted position) to allow for further assembly. The array may accommodate various topographical features or span over other structures, be lifted to higher than normal array heights or span over greater distances. The solar racking structure design has elevated minimum heights allowing for dual use of the underlying ground, as well as more efficient dismantling, decommissioning and relocation of the solar array.

Abstract: A wall lifting, transport and positioning device for use with a wall section upon a worksite surface. The wall section has a top plate with a lower top plate side and a bottom plate with a lower bottom plate side. The device includes a wheeled hand cart housing, a support frame, a pair of roller pins, and a lifting actuator. Each of the roller pins including an outer cylindrical element configured to rotate relative to the support frame with the top plate being positioned in contact with the outer cylindrical element for translation of the wall section in a direction along the top plate. The lifting actuator is sized and configured to translate the roller pins upward relative to the wheeled hand cart housing with the outer cylindrical elements being positionable in contact with the lower top plate side. A method of positioning a wall section is also provided.

Abstract: An apparatus and a method by which a plurality of connecting rods are located within and slidable through a first concrete panel so that the connecting rods extend outwardly from the first panel for receipt inwardly of a second concrete panel at mating channels formed therewithin, whereby the first and second concrete panels are joined together such as, for example, in the case of roadway construction. A plurality of slots which are formed through the top of the first panel communicate with respective ones of the plurality of connecting rods. A tool is moved into contact with the connecting rods by way of respective ones of the slots. The tool applies a pushing force to each of the connecting rods to cause the rods to slide through the first panel and into receipt by the mating channels of the second panel to establish a reliable joint therebetween.

Abstract: The present invention provides a method of assembling frameless metal buildings by means of securing together a selected number of roll formed corrugated sheets by the use of cyclically bent corner members roll formed to identically match the roll formed sheets and holding the secured together sheets and bent corner members by mechanical fastening means to provide total load connectivity. The formed frameless buildings can be any desired shape limited only by the strength of the assembled components and the fastening elements.

Abstract: A wall panel of a moveable and demountable frameless wall panel system that is secured between a floor of a room and a ceiling rail secured to a ceiling of the room. The wall panel includes a frameless panel, an upper clamp assembly, a ceiling track configured to be removably inserted into the ceiling rail, a lower clamp assembly, a first height adjustment mechanism secured to the lower clamp assembly, a second height adjustment mechanism, and a bottom floor channel receiving the first height and second height adjustment mechanisms.

Abstract: A baffle for use in an attic is installed between adjacent roof rafters to substantially block the flow of ventilating air through an opening located between the top surface of the wall plate and the underside of the roof deck. The baffle is formed from extruded cellular plastics material which is cut to define two parallel grooves by cutting through the first wall to define first and second side flaps hingedly connected to the rectangular panel by bending said sheet at said grooves for attaching the side flaps to the inner face of said roof rafters. The first and second grooves are formed in the sheet at right angles to the webs so that the grooves cut through the first sheet also cut at least partly through the webs.

Abstract: The present application provides a modular enclosure for use with an equipment platform and a turbo-machine. The modular enclosure may include a first number of walls attached to a number of legs of the equipment platform and a second number of walls attached to the legs of the equipment platform. The first number of walls may include a number of pivotable panels. The second number of walls may include an access aperture therein. The equipment platform may provide a roof for the modular enclosure.

Abstract: Examples of construction systems and methods of constructing multi-story buildings utilizing premanufactured and prefinished components are disclosed. Examples of premanufactured and prefinished components include floor and ceiling slabs, non-weight bearing window walls, demising walls, exterior walls, and utility walls. The premanufactured and prefinished components may be transported to the construction site and assembled at the construction site.

Abstract: A foundation for a wind turbine tower, provided with a central accommodation for accommodating and firmly constraining, by means of threaded bars projecting from such central accommodation, an actual wind turbine tower, made of steel or concrete, is entirely prefabricated and includes at least two prefabricated structural elements, modular and monolithic, made of reinforced concrete, approached in sequence, shape-coupled, and subsequently constrained to each other, at least at such central accommodation, by a series of post-tension cables arranged in respective through-holes, so as to make the entire foundation monolithic.

Abstract: A truss mounting brace (1) for use during installation of trusses (19, 21, 22). The truss mounting brace (1) may also be used as a permanent spacer between two trusses (19, 21, 22). The truss mounting brace (1) comprises a mounting section (4) arranged to be mounted on a truss (19, 21, 22), a gripping section (3) and an oblong body section (5) connecting the mounting section (4) and the gripping section (3). The gripping section (3) has a gripping mechanism (6) arranged to receive and to engage another element interlockingly. The present invention also relates to a method of installing two or more trusses, use of the truss mounting brace, and a method of manufacturing the truss mounting brace.

Abstract: Systems and methods are disclosed for providing coffered ceilings with a plurality of preassembled coffered modules, each of which includes a ceiling panel precut in accordance with an order; cutting beam wall boards in accordance with the order, wherein the beam wall boards are attached to the ceiling panel and extend away from the ceiling panel; and a beam wall molding custom-fitted inside the beam wall boards. Automated systems to receive and fabricate custom coffered module orders upon payment are also disclosed.

Abstract: A lifting apparatus to be embedded within a precast concrete panel or slab to enable the panel to be lifted, positioned atop a road bed, and elevated above the road bed. A lifting apparatus is located at each corner of the panel. Each lifting apparatus has a threaded sleeve extending through the panel to receive a removable threaded lifting bolt by which to establish a lifting point at which a lifting force is applied to lift and position the panel. When the threaded lifting bolt is rotated completely through the threaded sleeve, a pushing force is applied against a base plate, whereby to elevate the panel above the road bed as is necessary to make the panel level with adjacent panels during the construction or repair of a roadway. Grout is pumped through the panel to fill the space between the panel and the road bed.

Abstract: A system and method of tilt-up or tiltwall concrete building construction using concrete spandrels cast on-site together with permanent steel columns that are integrally attached to unite the spandrels into a lightweight and versatile tilt-up assembly that is strong and durable and that can be safely and efficiently made and maneuvered into final position for cost-effective building construction, the resulting assembly also allowing for continuous horizontal spans of ribbon-like window glass with minimal obstruction, thereby maximizing visibility and natural lighting and enabling easy accommodations for architectural requirements.