Anchoring framework to a masonry wall

Static structures (e.g. – buildings) – Processes – Anchor – bond – etc.

Reexamination Certificate

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Details

C052S745190, C052S745210, C052S295000, C052S699000, C052S127200, C052S322000, C052S703000, C052S745090

Reexamination Certificate

active

07124550

ABSTRACT:
An upper framed portion of a building structure may be anchored to a lower masonry wall by using a conventional concrete anchor and an anchor retainer. The anchor retainer may have a body portion longer than the width of the wall and both upper and lower reference surfaces. An anchor retainer assembly is temporarily formed by inserting the anchor through a throughhole in the retainer body so that the threaded upper portion of the anchor extends above the upper reference surface of the retainer by a first selected height, so as to leave enough of the threaded end exposed above the retainer for at least one nut to be securely attached to the anchor. No unthreaded portion of the anchor extends above the lower reference surface by more than a second amount that is generally selected to be equal to the actual thickness of the framing member, so as to ensure that no substantial unthreaded portion of the anchor can extend above that member.

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