US4480945A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Method of reinforcing an existing earth supporting wall
Assignee: SCHNABEL FOUNDATION Co
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Filing: 1982-04-20
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Granted: 1984-11-06
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Expires: 2002-04-20
Abstract
Abstract A method of reinforcing or strengthening an existing earth supporting wall located between a body of water and land is disclosed, wherein the level of the earthen floor adjacent the wall is to be deepened or a portion of the wall has deteriorated. The wall has a first side facing a body of water, an opposite second side in contact with ground and a lower toe portion embedded in the earthen floor beneath the body of water. The method comprises the steps of: installing at least one tieback through the wall in an area adjacent the original level of the earthen floor or adjacent the deteriorated area to provide a stabilizing force to the wall.
Inventors
- 👤 Harry Schnabel, Jr.
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-07 18:23
CPC Classifications
E; E02; E02D; E02D29/00; E02D29/02; E02D29/0225; E02D29/0233
Claims Analysis
Total Claims: 9
Claim 1
Independent Claim
183 words
A method of reinforcing an original existing bulkhead wall located between a body of water and land, without installing a new wall in front of the bulkhead wall, wherein the original bulkhead wall is designed to support the earth at an orginal earthen floor level and the earthen floor adjacent the bulkhead wall is to be deepened from its original level to a new deeper level which is above the lowermost end of the bulkhead wall, said bulkhead wall having a first side facing the body of water, an opposite second side in contact with ground and a lower toe portion embedded in the earthen floor beneath the body of water, comprising the steps of: (a) drilling beneath the surface of the water one or more holes through the existing bulkhead wall for the insertion of one or more tiebacks; and (b) installing a sufficient number of tiebacks through the holes drilled in said existing bulkhead wall below the water surface to provide a stabilizing force to the wall sufficient to support the increased earth pressure when the earthen floor level is deepened.
Claim 2
Independent Claim
183 words
A method of reinforcing an original existing bulkhead wall located between a body of water and land, without installing a new wall in front of the bulkhead wall, wherein the original bulkhead wall is designed to support the earth at an orginal earthen floor level and the earthen floor adjacent the bulkhead wall is to be deepened from its original level to a new deeper level which is above the lowermost end of the bulkhead wall, said bulkhead wall having a first side facing the body of water, an opposite second side in contact with ground and a lower toe portion embedded in the earthen floor beneath the body of water, comprising the steps of: (a) drilling beneath the surface of the water one or more holes through the existing bulkhead wall for the insertion of one or more tiebacks; and (b) installing a sufficient number of tiebacks through the holes drilled in said existing bulkhead wall below the water surface to provide a stabilizing force to the wall sufficient to support the increased earth pressure when the earthen floor level is deepened.
Claim 3
Dependent Claim
47 words
A method in accordance with claim 1 wherein said step of installing at least one tieback includes locating said at least one tieback so that at least a portion of said tieback extends below the new deeper level to which the earthen floor is to be deepened.
Claim 4
Dependent Claim
51 words
A method in accordance with claim 1 or 2 wherein said step of installing said at least one tieback includes inserting a tendon through said hole, attaching an end of the tendon to the wall, and surrounding at least a portion of the tendon which is in the ground with grout.
Claim 5
Dependent Claim
45 words
A method in accordance with claim 1 or 2 wherein the step of installing at least one tieback includes installing a sufficient number of tiebacks to strengthen the wall a sufficient degree to support the increased earth pressure when the earthen floor level is deepened.
Claim 6
Independent Claim
156 words
A method of reinforcing an existing, bulkhead wall located between a body of water and land, without installing a new wall in front of the bulkhead wall, wherein a portion of the bulkhead wall has become weakened, said bulkhead wall having a first side facing the body of water, an opposite second side in contact with ground and a lower toe portion embedded in the earthen floor beneath the body of water, comprising the steps of: (a) drilling beneath the surface of the water one or more holes through the existing bulkhead wall for the insertion of one or more tiebacks; and, (b) installing a sufficient number of tiebacks through the bulkhead wall in an area adjacent the weakened portion of the bulkhead wall to strengthen the bulkhead wall adjacent its weakened portion a sufficient degree to prevent the failure of the bulkhead wall to support the earth because of the weakened area of the wall.
Claim 7
Independent Claim
156 words
A method of reinforcing an existing, bulkhead wall located between a body of water and land, without installing a new wall in front of the bulkhead wall, wherein a portion of the bulkhead wall has become weakened, said bulkhead wall having a first side facing the body of water, an opposite second side in contact with ground and a lower toe portion embedded in the earthen floor beneath the body of water, comprising the steps of: (a) drilling beneath the surface of the water one or more holes through the existing bulkhead wall for the insertion of one or more tiebacks; and, (b) installing a sufficient number of tiebacks through the bulkhead wall in an area adjacent the weakened portion of the bulkhead wall to strengthen the bulkhead wall adjacent its weakened portion a sufficient degree to prevent the failure of the bulkhead wall to support the earth because of the weakened area of the wall.
Claim 8
Dependent Claim
49 words
A method in accordance with claim 5 wherein said step of installing said at least one tieback includes inserting a tendon through said hole, attaching an end of the tendon to the wall, and surrounding at least a portion of the tendon which is in the ground with grout.
Claim 9
Dependent Claim
51 words
A method in accordance with claim 5 or 6 wherein the step of installing at least one tieback includes installing a sufficient number of tiebacks to strengthen the wall a sufficient degree to prevent the failure of the wall to support the earth because of the weakened area of the wall.
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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) | 1987-11-06 | 1988-05-07 | 1988-11-06 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1991-11-06 | 1992-05-07 | 1992-11-06 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1995-11-06 | 1996-05-07 | 1996-11-06 | $7700.00 | Window Closed / Lapsed |