A weather shelter for providing protection during assembly of a column at a remote manufacturing yard is provided. The weather shelter can include a frame mounted to a hanging platform, and extending upwards from the hanging platform, the hanging platform supported by the column; and a protective covering mounted on the frame having a side covering and a top covering, the protective covering configured to provide an inner atmosphere within the protective covering protected from external elements when the protective covering is secured to the column.

A recess former is disclosed for use with anchors which are to be cast into a concrete slab. The recess former preferably includes a removable plug and preferably rectangular lugs which engage with corresponding apertures in the attachment head of the lifting anchor and prevent the ingress of cement during casting of the slab. In addition, flaps are preferably provided on the recess former to prevent the sides of the attachment head from being encased in the concrete. Preferably the former is pivoted between open and closed positions and has a slightly V-shaped base which when abutted against a mould or formwork, urges the recess former into the closed position. Furthermore, a recess former is disclosed which stays behind after the casting and remains embedded in the concrete in order to provide a waterproof membrane between the recess and adjacent reinforcing rods thereby preventing corrosion of the reinforcing rods.

Precast Portland cement concrete shapes are handled by a lifting assembly comprising an elongate plate-like metallic lift anchor and a standard shear bar. The lift anchor defines a pair of parallel opposed planar faces, a medial longitudinal axis, and a plane of symmetry parallel to the planar faces. A lift head portion comprises a lift head through opening and shear flanges symmetrically disposed along the medial longitudinal axis. A proximal embedment portion comprises a shear bar through opening and a reinforcing bar through opening. A distal embedment portion terminates in a foot comprising a pair of distal flanges symmetrically disposed along the medial longitudinal axis, and a throat. The lift anchor is forged. The shear bar through opening is oblong along the medial longitudinal axis, and the standard shear bar is interconnectable with the shear bar through opening.

A plurality of panel subassemblies are used to erect a building on a footing or foundation. Each panel subassembly includes at least one column formed of a thermally-insulating material, and a concrete portion at least partially attached to the at least one column. The concrete portion may be formed as a single precast unit. The panel subassemblies are secured together and to the foundation, and may be secured to a floor element of the building to at least partially support the floor element.

A form is provided for positioning an anchor in a castable material, such as concrete, having a core element defining a volume for creating a recess in the castable material, an anchor having one end positioned inside the core element for engaging a security device, such as a cable or chain, and the anchor having another end extending outside the core element, for fixing the anchor in the castable material, and an elongated drain forming member extending from the bottom of the core element to the ground, for creating a passageway for transporting water that collects in the recess.

A method for installing building panels, the method including forming a composite building panel from a plurality of panels, transporting the composite building panel to the site of installation and lifting the composite building panel by a lifting facility into position within a building.

An anchor is provided having a lifting pin, with a shaft, a head at an upper end of the shaft, and a foot at a lower end of the shaft, and the anchor further comprising an annular plate with an opening through the center, positioned with the shaft extending through the opening and the annular plate overlaying and supported by the foot. The annular plate has an area that is at least 80% of the area of a hypothetical circle circumscribing the annular plate.

A system for handling various structural building components including a pick and stack-registry lug which is anchorable to the top of a building component for handling that component in either one, or both sequentially, of its two, pick and stack-registry functional modes, (b) a clamshell-style, releasably lockable clasp adapted to receive and close capturingly upon the lug under operational circumstances with the lug anchored to the top of a building component, and ready to function in its pick category of component-handling behavior, and (c) a guide socket includable in the base of a building component functional for camming, guided reception of a lug with the lug then functioning in its stack-registry mode of behavior to facilitate overhead stack registering of two building components in relation to the lowering of an overhead component onto the top of an underlying component whose top also has a lug anchored to it.

A protective cover for concrete anchor bolts includes a hollow, box-shaped housing having a bottom wall with a plurality of elongated, narrow slots thereon that are positioned and spaced to receive various patterns of cast-in anchor bolts. A top wall includes a plurality of wide openings to provide to access to the anchor bolts. Accordingly, a worker superimposes the housing onto a set of concrete anchor bolts with each received within one of the narrow slots on the bottom wall. Using the wider openings on the top wall, the worker tightens nuts onto the anchor bolts to secure the housing to the underlying concrete prior to pouring a surrounding floor. Once the surrounding concrete floor has dried, the nuts are removed and the enclosure is lifted from the formed indention.

Resin-based structures for use in corrosive environments. The resin-based structures may include a mixture of resin and aggregate. The resin-based structures may be formed in a mold by placing aggregate and resin into the mold. The resin-based structures may have thin wall design with high compression and tension strength.