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 wall anchor for use in a cavity wall to connect to a veneer tie to join an inner wythe and an outer wythe of the cavity wall includes a hollow body having a wall defining a hollow interior. The hollow body includes a receptor located on the wall and configured to connect to an attachment portion of a veneer tie in a relation so as to transmit forces between the inner wythe and the outer wythe.

An adjustable location anchor with a greatly increased strength having wide versatility regarding the types of straps or attachments which are usable therewith. The invention includes an extended housing having an interior cavity which includes a main slot and which can include a pair of anterior flanges or wings, wherein the extended housing can be placed into the uncured concrete such that it is rigidly embedded therein upon curing. A sliding insert can then be provided within the interior cavity being configured to slide along a slot formed thereby. The extended housing can also have one or more reinforcement attachment means for connecting to existing concrete reinforcement structures.

An anchor rod support comprises a support having a floor and legs extending downwardly from the floor with openings between the legs; and the support including threads for attaching thereto an anchor rod.

A multi-story building floor support system is basically provided with a receptacle and a first support member. The receptacle is configured to be embedded into a building core. The receptacle includes a first chamber, a first support plate and a second support plate. The first chamber has with a first insertion opening. The first support plate protrudes from a top surface of the first chamber. The second support plate protrudes from a bottom surface of the first chamber. The first and second support plates are structured to retain the receptacle inside the building core. The first support member has a first end section and a second end section. The first end section is configured to be inserted into the first receiving opening of the first chamber such that the second end section projects outwardly from the first receiving opening of the first chamber.

The present invention relates to a prefabricated bracket assembly integrated into a prefabricated column assembly for connecting PC beams, the end portions of PC beams being placed inside the prefabricated bracket assembly that is assembled on top of the prefabricated column assembly, into which concrete is poured so as to connect the PC beams and the prefabricated bracket assembly, thereby facilitating the connection of the PC beams to a factory-made prefabricated column assembly and allowing cost reduction.

A connector assembly is used to secure a building panel (e.g., building panel) to a building structural element. The connector assembly can be formed of structural materials to effectively transfer load between the panel and the structural element. The connector assembly can include one or more insulating materials to reduce heat transfer between the panel and the structural element.

The present invention relates to a prefabricated bracket assembly integrated into a prefabricated column assembly for connecting PC beams, the end portions of PC beams being placed inside the prefabricated bracket assembly that is assembled on top of the prefabricated column assembly, into which concrete is poured so as to connect the PC beams and the prefabricated bracket assembly, thereby facilitating the connection of the PC beams to a factory-made prefabricated column assembly and allowing cost reduction.

A connection system for providing a construction joint between a first concrete component and a second concrete component, the connection system including a rebate former for forming a rebate in a first concrete component, wherein the rebate former is formed of sheet metal, the rebate former including an elongated backing, the elongated backing having folded edges to a predefined depth.

A dual-sided mounting bracket for a facade support system includes an L-shaped member having a baseplate for securing to a wall structure and a leg extending from and transverse to the baseplate. The leg defines inside and outside surfaces and a plane. The leg has first and second clips formed therein on opposing sides of a height centerline and extending opposite directions from the leg plane. The clips each define an angled opening at free ends thereof and a capture region adjacent to the angled openings. The first and second clips are configured to receive the support member in either the first or second clip. A support system for supporting a facade on a wall structure includes at least two dual-sided mounting brackets and support member.