An anchor for use in joining inner and outer wythes of the wall. The outer wythe is formed from successive courses of masonry units with a mortar-filled bed joint between each two adjacent courses. The anchor comprises an engagement portion configured for disposition in the bed joint and an attachment portion coupled to the engagement portion. The attachment portion is configured to be secured to the inner wythe. The attachment portion defines an elongate slot. A bushing defines an opening sized and shaped to receive a fastener to attach the attachment portion to the inner wythe. The bushing is movably attached to the attachment portion to permit movement of the bushing and attachment portion relative to one another. This permits the engagement portion to move relative to the outer wythe to position the engagement portion in the bed joint when the fastener secures the attachment portion to the inner wythe.

A support assembly supports external veneer such as face-brick. A bracket mounts to a load bearing wall support structure. A shelf angle includes a horizontal leg that defines a surface upon which to mount the veneer. The mounting bracket may be a channel having a seat that includes an outwardly protruding toe, an accommodation for the shelf angle, and an overhanging finger. The back of the shelf angle may have apertures to admit the toes of the mounting bracket. The seat includes an oversized slot having a relief angle to permit the shelf angle web to be rotated angularly during assembly. The mounting bracket has an overhanging arm for engaging the part of a cross-wise running beam, such as an I-beam upper flange. The mounting bracket has an abutment for contacting a lower part of the beam, such as a lower flange of an I-beam. There is a fitting to secure the bracket to the beam.

A bridge to construct a multi-stage wall is provided with a clip at each end. One of the clips is sized and shaped to fit snugly onto the wall of a standard concrete masonry unit (CMU), while the other is sized and shaped to fit onto a segmental wall system (SWS) unit. A retaining or stand-alone wall is constructed by laying a row of SWS units and a row of CMUs roughly parallel to each other, with bridges extending between them to fix the units. The hollow spaces in each unit and the space between the rows is filled with gravel, rock or other fill material as each course is laid. Additional courses of SWS units and CMUs are placed on top of the prior courses, with bridges added to each course. This process is repeated until the desired wall height is reached. Various sized and shaped clips and connector brackets are provided to allow spacing of the walls at different distances, with varying blocks. Multiple walls can be constructed in parallel and connected with bridges to provide sufficient retention mass for taller walls.

A support assembly supports external veneer such as face-brick. A bracket mounts to a load bearing wall support structure. A shelf angle includes a horizontal leg that defines a surface upon which to mount the veneer. The mounting bracket may be a channel having a seat that includes an outwardly protruding toe, an accommodation for the shelf angle, and an overhanging finger. The back of the shelf angle may have apertures to admit the toes of the mounting bracket. The seat includes an oversized slot having a relief angle to permit the shelf angle web to be rotated angularly during assembly. The mounting bracket has an overhanging arm for engaging the part of a cross-wise running beam, such as an I-beam upper flange. The mounting bracket has an abutment for contacting a lower part of the beam, such as a lower flange of an I-beam. There is a fitting to secure the bracket to the beam.

A masonry support apparatus supports a wall of brick or other masonry material in a building, provides a thermal break between the wall and a concrete floor of the building, and secures insulation material between the wall and the floor. The masonry support apparatus comprises an elongated longitudinally extending support member, at least one insulation bracket assembly extending rearwardly from the support member for securing an insulation block, and at least one concrete anchor extending rearwardly from the insulation bracket assembly for securing to a concrete floor. The support member, insulation bracket assembly and concrete anchor are permanently joined together to form a unitary structure.

A bridge to construct a multi-stage wall is provided with a clip at each end. One of the clips is sized and shaped to fit snugly onto the wall of a standard concrete masonry unit (CMU), while the other is sized and shaped to fit onto a segmental wall system (SWS) unit. A retaining or stand-alone wall is constructed by laying a row of SWS units and a row of CMUs roughly parallel to each other, with bridges extending between them to fix the units. The hollow spaces in each unit and the space between the rows is filled with gravel, rock or other fill material as each course is laid. Additional courses of SWS units and CMUs are placed on top of the prior courses, with bridges added to each course. This process is repeated until the desired wall height is reached. Various sized and shaped clips and connector brackets are provided to allow spacing of the walls at different distances, with varying blocks. Multiple walls can be constructed in parallel and connected with bridges to provide sufficient retention mass for taller walls.

A concrete foundation with reinforcements is formed on a substrate. A first inner wythe horizontal layer and a first outer wythe horizontal layer are printed using a construction material mixture from a 3D printer. The first inner wythe horizontal layer and the first outer wythe horizontal layer are separated by an interstitial space. Additional inner wythe horizontal layers are printed upward on top of the first inner wythe horizontal layer to form a composite inner wythe. Additional outer wythe horizontal layers are printed upward on top of the first outer wythe horizontal layer to form a composite outer wythe. At least one wall tie is placed between the composite inner wythe and the composite outer wythe. A sill cap is installed on top of the composite inner wythe and the composite outer wythe. An anchor mechanism is installed into the sill cap.

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.

A lateral reinforcement system for a concrete structure having axially disposed structural bars. The lateral reinforcement system comprises a plurality of reinforcement ties disposed at an inclination to the axially disposed structural bars. A pair of reinforcement ties of the plurality of reinforcement ties is disposed at mirror inclinations to each other. In the pair of reinforcement ties, the reinforcement ties cross each other at diametrically opposite corners of the reinforcement ties at diametrically opposite axially disposed structural bars, such that, a first reinforcement tie of the pair of reinforcement ties crosses from inside of a second reinforcement tie of the pair of reinforcement ties at one structural bar, and the second reinforcement tie crosses from inside of the first reinforcement tie at the diametrically opposite structural bar. The plurality of reinforcement ties forms a three-dimensional interwoven network around the axially disposed structural bars.

A lateral reinforcement system for a concrete structure having axially disposed structural bars. The lateral reinforcement system comprises a plurality of reinforcement ties disposed at an inclination to the axially disposed structural bars. A pair of reinforcement ties of the plurality of reinforcement ties is disposed at mirror inclinations to each other. In the pair of reinforcement ties, the reinforcement ties cross each other at diametrically opposite corners of the reinforcement ties at diametrically opposite axially disposed structural bars, such that, a first reinforcement tie of the pair of reinforcement ties crosses from inside of a second reinforcement tie of the pair of reinforcement ties at one structural bar, and the second reinforcement tie crosses from inside of the first reinforcement tie at the diametrically opposite structural bar. The plurality of reinforcement ties forms a three-dimensional interwoven network around the axially disposed structural bars.