A hybrid wall reinforcement wall anchoring system is described for use in masonry cavity walls. The reinforcement and anchor is hybrid device installed within the backup wall and interlocked with novel veneer ties. The novel veneer ties are wire formatives and are manually connected and interlocked with the anchor. Once interlocked and installed within the cavity wall, lateral, vertical and front-to-back veneer tie movement is limited, strengthening the cavity wall structure. The inclusion of a reinforcement wire within the veneer tie and the exterior wall provides a seismic structure.

A veneer tie for use in a wall to join an inner wall member and an outer wall member of the wall. The outer wall member is formed from a plurality of successive courses of masonry units with a mortar-filled bed joint between each two adjacent courses. The veneer tie includes an insertion portion configured for disposition in the bed joint and an attachment portion. The attachment portion includes an adjustment element and a securing element. The securing element defines a first opening that receives a fastener to secure the attachment portion to the inner wall member. The adjustment element is secured to the insertion portion and is movable relative to the securing element in order to move the insertion portion relative to the outer wall member to position the insertion portion in the bed joint.

A wall anchor for use in a cavity wall includes an elongate body having a driven end portion and a driving end portion. The driven end portion is adapted to be threadedly mounted on the inner wythe of the cavity wall. The elongate body includes a barrel portion adjacent the driven end portion. A first end of the barrel portion is adapted to abut the inner wythe of the cavity wall when installed. A thermal coating is disposed on the first end of the barrel portion. The thermal coating is configured and arranged to reduce thermal transfer in the cavity wall between the elongate body and the inner wythe when installed.

A cold formed anchor for use in an insulated cavity wall includes a unitary body formed with a driver portion and having large and small diameter portions. The driver portion may be formed with structure for connecting a veneer tie to the anchor. A method of making the cold formed anchor includes cold forming a driver portion and a reduced diameter portion from a blank.

A construction tie for securing vertical U-channels of a motorized retractable screen unit to surrounding building material, such as brick, stone, or stucco. The tie includes a U-shaped clip that closely conforms to the shape of the U-channel. One or more flanges extend laterally from the clip to overlie the adjacent bricks. A plurality of these ties may be spaced vertically along the length of the U-channel. Once the brick façade is complete, the ties are not visible. Making the ties out of magnetically detectable material allows for locating their positions. The number of flanges may vary; one may extend from each side of the clip, or a single flange may extend rearwardly from the back of the base. A method of installing a screen unit may include the use of the inventive construction ties. A kit for installing the screen unit may include a plurality of the ties.

A wall nail includes a rod body, a nail head, a rotary head, and a rubber cover. The rod body has a first end portion and a second end portion opposite to the first end portion. The nail head includes a threaded rod and a drill. Two ends of the threaded rod are integrally connected with the second end portion of the rod body and the drill respectively. The rotary head is integrally formed on the first end portion of the rod body. The rubber cover covers the peripheries of the rod body and the rotary head.

A veneer tie for use in a wall to join an inner wall member and an outer wall member of the wall. The outer wall member is formed from successive courses of masonry units with a mortar-filled bed joint between each two adjacent courses. The veneer tie has an installation axis that extends generally perpendicular to the outer wall member when the veneer tie is being used to join the inner wall member to the outer wall member. The veneer tie includes an attachment portion to be attached to a wall anchor used to secure the veneer tie to the inner wall member. An insertion portion of the veneer tie is coupled to the attachment portion that is to be disposed in the bed joint. The insertion portion includes a first recess and a second recess. The first recess is disposed at a first location on the insertion portion and the second recess disposed at a second location on the insertion portion. The first and second locations are spaced apart from one another in a direction parallel to the installation axis of the veneer tie. The first and second recesses receive a reinforcement member of a wall reinforcement.

A masonry veneer support assembly for mounting masonry veneer to supporting wall structure has a shelf angle, and first and second shelf angle mounting brackets. Each shelf angle mounting bracket has an upwardly extending back that mounts to the supporting wall structure, and a web extending forwardly away from the wall structure. The web has first and second shelf angle mounting seats formed therein. The first shelf angle mounting seat is upwardly spaced from the second shelf angle mounting seat. Hangers in the form of two-part separable brackets are provided to permit masonry veneer to be mounted underneath the shelf angle, thereby concealing it from view.

An experimental system for out-of-plane seismic performance of a masonry block wall, comprising: a static test bed (1), a lateral limiting system disposed on one side on the static test bed (1), and a transverse load system disposed on the other side on the static test bed (1), a masonry block wall to be tested (401) being disposed between the lateral limiting system and the transverse load system. The experimental system also comprises a vertical load system disposed above a wall. Also provided is an experimental method using the experimental system for out-of-plane seismic performance of a masonry block wall, on the basis of a quasi-static test method, a horizontal reciprocating actuator is used to simulate an out-of-plane seismic load action; quarter-point loading is implemented by means of a multi-stage shear stress distribution apparatus, then a force is transmitted to a second screw rod (602), and the second screw rod (602) fits an out-of-plane uniformly distributed load into four horizontally-equidistant transversely-concentrated forces and transmits same to a test piece. The present invention has the characteristics of a clear force transmission path, uniform stress distribution, high experimental precision and an accurate result, such that the study of the out-of-plane seismic performance of a component is more accurate and reliable.

A cold formed anchor for use in an insulated cavity wall includes a unitary body formed with a driver portion and having large and small diameter portions. The driver portion may be formed with structure for connecting a veneer tie to the anchor. A method of making the cold formed anchor includes cold forming a driver portion and a reduced diameter portion from a blank.