An anchor assembly for being embedded in concrete includes a metal plate including an opening, the metal plate including a top surface and bottom surface; the opening including a wall extending from the top surface or the bottom surface; and a threaded rod operably attached to the metal plate.

An anchor channel of C-shaped cross-section for embedding in concrete, wherein a lip which adjoins the slot-like opening has been reinforced. In order to achieve high holding forces against withdrawal of a hammerhead element, a setting angle assumes a maximum value in a region that is located closer to the side wall than to the opening.

A facade support system for supporting a veneer on a structure includes a bracket configured to be attached to the structure. The bracket includes a back panel having opposite front and rear faces and a connecting member extending from the back panel in a generally forward direction. The connecting member defines a recess adjacent a front end of the connecting member. The bracket includes a support attachment member at least partially disposed within the recess. The facade support system includes a veneer support constructed to be attached to the bracket by the support attachment member. The veneer support is constructed to be disposed in a mortar bed joint of the veneer.

The present invention provides for a marking system for use in concrete anchors, wherein the system is comprised of a setting tool with a rib to contact the anchor. Upon contact, the setting tool and the rib abrade a surface of the anchor and simultaneously create a score mark in order to indicate to the user of the concrete anchor that said anchor has been properly set. The entire anchor can also be pre-dipped into a lubricating substance to further facilitate the setting of the anchor.

The present invention relates to a concrete channel assembly configured to prevent ingress of concrete into the concrete insert channel during construction. The concrete insert channel assembly includes a concrete insert channel having a plurality of anchor hooks, a plurality of base openings, first and second open ends, and a bottom opening, a plurality of sealing caps having a sealing cap body and a sealing support rib with the sealing support rib integrally connected to the sealing cap body, first and second end caps configured to removably mount and seal the first and second open ends, respectively, and a closure strip configured to slidably mount and seal the bottom opening. Each of the plurality of seal caps is configured to removably mount and seal each of the plurality of base openings of the concrete insert channel.

An apparatus for mounting construction or masonry materials to a concrete cast including an anchor. The anchor includes angled walls at the base and sidewalls terminating at an angled flange. The flange defines a gap for inserting one or more fasteners for mounting the concrete cast to another structural element with the fastener. The angled walls and flanges provide for increased load capabilities for the anchor as well as reduced bending, cracking, and shearing.

Curtain wall mullion anchoring systems for resisting dead load and negative wind load, and that permit three-way construction tolerance adjustments. The mullion anchoring systems include an anchoring device secured to a building structural element and attached to a mullion connection bridge, which is connected to a mullion connection clip, which is connected to a mullion. Uplifting forces on the anchoring device may be significantly reduced or even eliminated by transmitting dead load under negative wind load conditions from the mullion to the anchoring device at a point over the inside of a concrete floor slab, such that the dead load counteracts any uplifting force generated by the negative wind load.

An anchoring element for casting in concrete has an anchor rail having a plurality of anchor protrusions and a strip-shaped receptacle for mounting fastening elements. At least one retaining bracket is fixed to the anchor rail, which engages over the anchor rail perpendicularly to its longitudinal direction and by means of which the anchor rail can be fixed to a formwork component. At least one flange projecting laterally from the anchor rail is formed on the retaining bracket.

A profiled rail assembly for casting into concrete. The profiled rail assembly includes a profiled rail including a rail body having a rail slot extending in the direction of a longitudinal axis of the profiled rail, and a reinforcing body including a head element and at least one tension element protruding from the head element, the head element opposite the at least one tension element having a head element major face defining a contact surface for a formwork element. The at least one tension element is connected to the profiled rail.

A building facade system which comprises a frame to support a building facade panel, a unified vertical shear blade anchor, a vertical mullion and an angled anchor member. The unified vertical shear blade anchor has a body portion and a flange extending horizontally therefrom. The flange has top and bottom surfaces with the bottom surface having serrations. The vertical mullion is secured by a shear connection to the vertical shear blade anchor. The shear connection between the vertical mullion and the vertical shear blade anchor is formed by a fastener which extends through side portions of the body portion and vertical mullion. The angle member has first and second flanges each having proximal ends joined together and opposing terminal ends. The second flange has a top surface with upwardly projecting serrations. The upwardly projecting serrations are configured for engagement with the downwardly projecting serrations of the vertical shear blade anchor.