A masonry anchor comprising an anchor member having a socket formed in one end, the socket being configured to receive and secure a mounting portion of a mounting fastener.

The present invention relates to a faade element and a rail for faade elements. The faade element comprises a frame and faade material. The frame is provided to surround and hold the faade material. The frame has an upper side with a length (L) and an elongate recess with an undercut that extends at least along a major part of the length (L) of the upper side of the frame. The recess with the undercut is adapted to receive the rail in a locking engagement, such that when the rail is in an engaged state a L-shaped engagement portion of the rail is inserted in the recess of the frame and a shoulder of the rail rests on the upper side surface at one side of the recess and a locking mechanism of the lifting rail rests on an upper side surface at another side of the recess.

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.

An assembly table for use in a remote manufacturing yard is provided. The assembly table is configured to be collapsible thereby allowing for a reduced footprint during transportation. The assembly table can include a central support base; a plurality of arms attached to the central support base; a secondary support member attached to each arm configured to provide support for and give height to the assembly table when in use; and a centering guide attached to each arm, the centering guide configured to receive a bottom portion of a partial shell, the centering guide located at a predetermined location of its own arm.

A load-transferring connecting element establishes a connection between a first building element and a second building element. The load-transferring connecting element is adapted for transfer of force between the first and second building elements. The load-transferring connecting element includes an elongated box-shaped main body. A first end portion of the load-transferring connecting element is arranged for attachment into the first building element with a remaining second end portion of the load-transferring connecting element positioned so as to project from the first building element. The second end portion is adapted for being received in a cavity arranged in the second building element. The second end portion of the load-transferring connecting element is provided with an attachment area for attaching lifting equipment for handling of the first building element.

A building container outrigger to provide an elevated work space for use between concrete slabs of a building under construction having a container, a plurality of support beams, each support beam positioned lengthwise under the floor of the container and extend therefrom the sides, a pair of spaced apart outrigger beams, a first outrigger end and a second outrigger end, each second outrigger end in contact with and affixed to the upper side of each support beam end, the other outrigger beam end removeably anchored to the slab floor with the front edge of the container flush with the exterior or front slab edge, and, thus, functions to functions to efficiently move materials and tools or personnel space from floor to floor as construction phases move vertically.

A lifting and leveling assembly is configured to be embedded in a precast concrete slab for enabling a precast concrete slab to be lifted and leveled. The lifting and leveling assembly includes a threaded sleeve having a first end and a second end, a plurality of legs fixedly attached to and extending from the threaded sleeve, an end cap selectively covering the first end of the threaded sleeve, and a plate cover comprising an annular collar for releasably connecting the second end of the threaded sleeve to the plate cover.

A lifting anchor assembly that is configured to be embedded in a tilt-up concrete structure includes an anchor member that has a pair of legs extending downward from a central portion of the anchor member to form a generally inverted U shape. A spacer is disposed at a lower end portion of each of the pair of legs, where the spacers each include a plurality of spacing arms that extend radially at different lengths from an engagement portion of the spacer that adjustably attaches at the anchor member. The engagement portion of the spacer is configured to engage the anchor member in different rotational positions to selectively position one of the plurality of spacing arms in a downward position for accommodating different thickness dimensions of concrete structures.

Concrete coupling assembly comprises a base holder for being attached to a concrete forming surface, the base holder including a central opening; a coupler having one end disposed within the central opening, the coupler having an axis for being positioned substantially transverse to the forming surface, the coupler having first and second threaded bores through the one end for attachment of a threaded rod; and a separate anchor body threadedly attached to another end of the coupler.

Concrete coupling assembly comprises a base holder for being attached to a concrete forming surface, the base holder including a central opening; a coupler having one end disposed within the central opening, the coupler having an axis for being positioned substantially transverse to the forming surface, the coupler having first and second threaded bores through the one end for attachment of a threaded rod; and a separate anchor body threadedly attached to another end of the coupler.