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Home Vibration and Earthquake Isolation Self-adjusting-construction-tie-down

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Details
Inventors: Fazekas, Scott;
Assignee:
Primary Examiner: Wilson; Neill R.
Assistant Examiner:
Attorney, Agent or Firm: Branscomb; Ralph S.

A uni-directional slack adjuster is incorporated into a hold-down tension rod or strap, such as a hold-down anchor bolt for bolting a shear wall on one floor to a shear wall or foundation wall below, when a wood floor joist assembly is in between. The slack adjuster eliminates bolt slack so that in the event of an earthquake or hurricane, the sill plate is positively anchored with no vertical bolt play, eliminating much of the cosmetic damage that is often done to the wallboard and other finished surfaces due to distortion of the wallboard framing as the sill rises abruptly until it reaches the end of travel on the hold-down bolts. The slack adjuster comprises a link in the tensioner and non-reversibly either expands or contracts axially depending on the particular embodiment. The mechanism used can be laterally extended wedges biased into other wedges, one-way clutch-type construction or ratchet engagement, all of which act to decrease the effective length of the tensioning device to take up the slack space which results from wood shrinkage occurring after the tensioning devices have already been installed.

DETAILED DESCRIPTION The instant invention fulfills the above stated need by providing a slack adjuster, in several forms, which is incorporated in construction tie-downs to automatically adjust tie-down length to take up any slack caused by wood shrinkage.
In its primary embodiment, the invention utilizes a ramp or wedge which occupies an increasingly wider axial space along the bolt as it is pushed into progressive wedged engagement by a spring.
In a modification, an axially extended wedge space is occupied by a progressively advancing wedge structure to expand the unit.
In an alternative embodiment, a unidirectional strap is disclosed which can span from wall to wall, or wall to foundation with a floor assembly in between.
The strap will only contract, taking up slack so that when the earthquake hits there is a tight, positive hold-down between the frame and the foundation.



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