Patent US5048243A successfully refreshed from Google Patents.
US5048243A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Earthquake restraint mechanism
Assignee: Individual
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Filing: 1988-10-17
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Granted: 1991-09-17
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Expires: 2008-10-17
Abstract
Abstract An earthquake restraint mechanism helps to prevent the collapse of tilt-up style exterior wall panels (7, 64) of a building (17). The panels are coupled to one another at their abutting joints (16) through L-shaped brackets (18, 20, 68) mounted to the wall panels and restrainers (32, 66, 106) connecting the outwardly extending legs (28, 30, 90) of the brackets. The panels are energetically coupled to one another because the brackets act as shock absorbers which absorb the initial shock on the all panels from an earthquake. Because the panels are tied together, the panels are restrained from collapsing thus helping to protect persons and property. An accumulative effect of energy absorption is evident with the redundant use of the restraint mechanism. The panels can also be connected to other structural members, such as joists or beams, as well.
Inventors
- 👤 John D. Ward
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-08 12:59
CPC Classifications
E; E04; E04B; E04B1/00; E04B1/62; E04B1/92; E04B1/98; E04H; E04H3/00; E04H3/02
Claims Analysis
Total Claims: 13
Claim 1
Independent Claim
245 words
An earthquake restraint mechanism, for use with buildings of the type having structural members, the structural members including a plurality of wall panels, the wall panels having first surfaces, second surfaces, side edges and upper edges, the wall panels being mounted with the side edges of wall panels adjacent other wall panels, comprising: a restrainer assembly coupling a first of the wall panels to an adjacent, second wall panel, the restrainer assembly including: a first restrainer mount secured to the first wall panel and a second restrainer mount secured to the second wall panel; a restrainer coupling the first and second restrainer mounts; at least one of the restrainer and restrainer mounts including panel to panel shock absorbing structure; first and second alignment plates positioned against the first and second surfaces of the first and second wall panels, the first and second alignment plates including through holes; fastening elements passing through the through holes in the first and second alignment plates and passing through the first and second wall panels; the first and second restrainer mounts secured to the first alignment plate by the fastening elements, the fastening elements and alignment plates adapted to permit movement of the wall panels in a plane defined by the wall panels but to inhibit other movement of the wall panels; whereby the restrainer assembly helps keep the first wall panel and the second wall panel from falling down after the building has been subjected to an external force.
Claim 2
Dependent Claim
245 words
An earthquake restraint mechanism, for use with buildings of the type having structural members, the structural members including a plurality of wall panels, the wall panels having first surfaces, second surfaces, side edges and upper edges, the wall panels being mounted with the side edges of wall panels adjacent other wall panels, comprising: a restrainer assembly coupling a first of the wall panels to an adjacent, second wall panel, the restrainer assembly including: a first restrainer mount secured to the first wall panel and a second restrainer mount secured to the second wall panel; a restrainer coupling the first and second restrainer mounts; at least one of the restrainer and restrainer mounts including panel to panel shock absorbing structure; first and second alignment plates positioned against the first and second surfaces of the first and second wall panels, the first and second alignment plates including through holes; fastening elements passing through the through holes in the first and second alignment plates and passing through the first and second wall panels; the first and second restrainer mounts secured to the first alignment plate by the fastening elements, the fastening elements and alignment plates adapted to permit movement of the wall panels in a plane defined by the wall panels but to inhibit other movement of the wall panels; whereby the restrainer assembly helps keep the first wall panel and the second wall panel from falling down after the building has been subjected to an external force.
Claim 3
Dependent Claim
26 words
The restraint mechanism of claim 1 further comprising sleeve means, surrounding the fastening elements, for creating bearing surfaces between the fastening elements and the wall panels.
Claim 4
Dependent Claim
17 words
The restraint mechanism of claim 1 wherein the first and second wall panels define a flat plane.
Claim 5
Dependent Claim
28 words
The restraint mechanism of claim 1 wherein the first and second restraint mounts include L-shaped brackets which act as at least a portion of the shock absorbing structure.
Claim 6
Dependent Claim
61 words
The restraint mechanism of claim 4 wherein the first alignment plate has a U-shaped cross-sectional shape with legs facing away from the first surfaces of the first and second wall panels, the L-shaped brackets having legs sized to fit between the legs of the U-shaped brackets from twisting about an axis perpendicular to the first surface of the adjacent wall panel.
Claim 7
Dependent Claim
22 words
The restraint mechanism of claim 1 wherein the through holes in the first and second alignment plates are longitudinally directed elongate slots.
Claim 8
Dependent Claim
176 words
An earthquake restraint mechanism, for use with buildings having tilt-up exterior wall panels mounted about the exterior perimeter of the building, the panels having side edges and top edges, the panels mounted side edge to side edge to define joints therebetween, comprising: brackets, having first members mounted to wall panels on opposite sides of the joints and having second members extending away from said wall panels; bolt means, passing through holes in the wall panels for securing the brackets to the wall panels; sleeve means, surrounding the bolt means, for providing bearing surfaces between the bolt means and the wall panels; means for restricting pivotal movement of the brackets relative to the wall panels; means for connecting the second members of the brackets, located either side of wall joints, to one another; and at least one of the brackets and connecting means including shock absorber means for absorbing an initial seismic energy load on the wall panels so to help keep the adjacent side edges together and to help keep the wall panels from falling down.
Claim 9
Dependent Claim
176 words
An earthquake restraint mechanism, for use with buildings having tilt-up exterior wall panels mounted about the exterior perimeter of the building, the panels having side edges and top edges, the panels mounted side edge to side edge to define joints therebetween, comprising: brackets, having first members mounted to wall panels on opposite sides of the joints and having second members extending away from said wall panels; bolt means, passing through holes in the wall panels for securing the brackets to the wall panels; sleeve means, surrounding the bolt means, for providing bearing surfaces between the bolt means and the wall panels; means for restricting pivotal movement of the brackets relative to the wall panels; means for connecting the second members of the brackets, located either side of wall joints, to one another; and at least one of the brackets and connecting means including shock absorber means for absorbing an initial seismic energy load on the wall panels so to help keep the adjacent side edges together and to help keep the wall panels from falling down.
Claim 10
Independent Claim
117 words
A method, for use with a building having structural members, including wall panels, for helping to prevent the wall panels of the building from falling down due to a force applied to the building, comprising the following steps: mounting support brackets to the structural members; the mounting step including the steps of: forming holes in the structural members; inserting bearing surface sleeves into the holes; and inserting bolts into the sleeves; and energetically coupling wall panels to adjacent structural members through the support brackets so to tie said wall panels and adjacent structural members to one another thereby helping to keep the wall panels and the adjacent structural members from falling down due to the applied force.
Claim 11
Independent Claim
117 words
A method, for use with a building having structural members, including wall panels, for helping to prevent the wall panels of the building from falling down due to a force applied to the building, comprising the following steps: mounting support brackets to the structural members; the mounting step including the steps of: forming holes in the structural members; inserting bearing surface sleeves into the holes; and inserting bolts into the sleeves; and energetically coupling wall panels to adjacent structural members through the support brackets so to tie said wall panels and adjacent structural members to one another thereby helping to keep the wall panels and the adjacent structural members from falling down due to the applied force.
Claim 12
Independent Claim
161 words
A method for helping to prevent exterior wall panels of a tilt-up style building from falling down with the building is subjected to an applied force, such as an earthquake, comprising the following steps: mounting support brackets to the wall panels near joints created between adjacent upper corners of the wall panels, the support brackets each including a shock absorbing extension extending away from the wall panels; the mounting step includeing the steps of: forming holes in the wall panels; inserting bearing surface sleeves into the holes; and inserting bolts into the sleeves; restricting pivotal movement the support brackets relative to the wall panels; restraining movement to the adjacent wall panels to a plane defined by the adjacent wall panels; resisting movement of the adjacent wall panels towards and away from one another by connecting the shock absorbing extensions on either side of the joints; and at least partially absorbing the initial impact of the applied force by the supports brackets.
Claim 13
Independent Claim
161 words
A method for helping to prevent exterior wall panels of a tilt-up style building from falling down with the building is subjected to an applied force, such as an earthquake, comprising the following steps: mounting support brackets to the wall panels near joints created between adjacent upper corners of the wall panels, the support brackets each including a shock absorbing extension extending away from the wall panels; the mounting step includeing the steps of: forming holes in the wall panels; inserting bearing surface sleeves into the holes; and inserting bolts into the sleeves; restricting pivotal movement the support brackets relative to the wall panels; restraining movement to the adjacent wall panels to a plane defined by the adjacent wall panels; resisting movement of the adjacent wall panels towards and away from one another by connecting the shock absorbing extensions on either side of the joints; and at least partially absorbing the initial impact of the applied force by the supports brackets.
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USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1994-09-16 | 1995-03-18 | 1995-09-17 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1998-09-16 | 1999-03-18 | 1999-09-17 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 2002-09-16 | 2003-03-18 | 2003-09-17 | $7700.00 | Window Closed / Lapsed |