High-Strength Rectangular Wire Veneer Tie and Anchoring Systems Utilizing the Same

a technology of rectangular wire veneer and high-strength rectangular wire, which is applied in the direction of structural elements, building components, and shock-proofing, can solve the problems of failure of above anchoring systems, and failure of anchoring systems, etc., to achieve the effect of improving the volumetric occupancy of the bed joint, reducing the risk of failure, and simplifying seismic and non-seismic high-strength installations
US20140259992A1Active Publication Date: 2014-09-18HOHMANN & BARNARD INC

Patent Information

Authority / Receiving Office
US · United States
Patent Type
Applications(United States)
Current Assignee / Owner
HOHMANN & BARNARD INC
Publication Date
2014-09-18

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Abstract

A high-strength rectangular pintle veneer tie and cavity wall anchoring system employing the same is disclosed. The rectangular wire formative construct optionally includes a square cross-section that provides greater volumetric occupancy than that of a similar diameter circular wire formative. The interengaging portions and insertion portion are optionally compressed for greater strength and the rectangular shaped interengaging portion provides a locking interconnection within the anchor precluding significant movement lateral with or normal to the inner wythe.
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Description

BACKGROUND OF THE INVENTION

[0001] 1. Field of the Invention

[0002] This invention relates to an improved anchoring arrangement for use in conjunction with cavity walls having an inner wythe and an outer wythe. More particularly, the invention relates to construction accessory devices, namely, veneer ties with high-strength rectangular wire veneer ties. The veneer ties are for emplacement in the outer wythe and are further accommodated by receptors in the cavity, which receptors extend from the inner wythe to capture the specially configured pintles hereof. The invention is applicable to structures having an outer wythe of brick or stone facing in combination with an inner wythe of either masonry block or dry wall construction.

[0003] 2. Description of the Prior Art

[0004] In the past, investigations relating to the effects of various forces, particularly lateral forces, upon brick veneer masonry construction demonstrated the advantages of having high-strength wire anchoring components embe...

Claims

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