Patent US4019332A successfully refreshed from Google Patents.
US4019332A
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US
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Devices for protecting the bases of structures immersed in a volume of water against undermining
Assignee: Generale Pour Devel Operationnels Richesses Sous-Marines
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Filing: 1975-12-24
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Granted: 1977-04-26
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Expires: 1995-12-24
Abstract
Abstract A device for protecting the base of a structure resting or constructed on the bed of a body of water against undermining, comprising a curtain which extends without interruption parallel to the base of the structure at a certain distance therefrom in the direction of the body of water, characterized in that said curtain is an imperforate wall extending from the ground upward to a height which is but a minor fraction of the depth of the body of water whereby the whole of the wall is deeply immersed in the water.
Inventors
- 👤 Jacques Edouard Lamy
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-10-31 17:57
CPC Classifications
E; E02; E02B; E02B3/00; E02B3/04; E02B17/00; E02B17/0017; E02B17/02; E02B17/025; E02B2017/0056; E02B2017/0065; E02B2017/0073; E02B2017/0086
Claims Analysis
Total Claims: 11
Claim 1
Independent Claim
187 words
A combination for protecting the base of a structure having a base resting on the bed of a body of water with sub-aquatic currents against undermining by the effect of said currents, comprising, a continuously vertically extending member in said structure reaching a predetermined height above said bed, an imperforate wall extending without interruption substantially parallel to the vertically extending member of the structure at a distance from said vertically extending member in the direction of the body of water to thereby intercept said currents in the direction toward and away from said member, and providing a space between the top of the wall and the member free of obstacles which would pevent water from entering that space thereby to permit said sub-aquatic water currents to induce water currents reaching the bed of said body of water in that space, said imperforate wall reaching from the bed of the body of water to a height which is but a minor fraction of the depth of the body of water and said height of said member whereby the entirety of the wall is deeply immersed in the water.
Claim 2
Dependent Claim
187 words
A combination for protecting the base of a structure having a base resting on the bed of a body of water with sub-aquatic currents against undermining by the effect of said currents, comprising, a continuously vertically extending member in said structure reaching a predetermined height above said bed, an imperforate wall extending without interruption substantially parallel to the vertically extending member of the structure at a distance from said vertically extending member in the direction of the body of water to thereby intercept said currents in the direction toward and away from said member, and providing a space between the top of the wall and the member free of obstacles which would pevent water from entering that space thereby to permit said sub-aquatic water currents to induce water currents reaching the bed of said body of water in that space, said imperforate wall reaching from the bed of the body of water to a height which is but a minor fraction of the depth of the body of water and said height of said member whereby the entirety of the wall is deeply immersed in the water.
Claim 3
Dependent Claim
21 words
A device as claimed in claim 1, comprising a floor portion integral with the base of the structure and the wall.
Claim 4
Dependent Claim
32 words
A device as claimed in claim 1, in which the base of the structure has a closed contour and the wall surrounds the base of the structure in radially spaced relation thereto.
Claim 5
Dependent Claim
132 words
A device as claimed in claim 3, comprising a continuous slab extending radially all around the base of the structure for supporting the base of the structure and the wall, whereby the wall forms around the base of the structure an annular caisson integral with the structure and bottomed by the slab, the said slab being designed for engaging through its lower surface the bed of the body of water to seat the installation thereon, an upper annular perforated wall for roofing the annular caisson, said perforated wall having a multiplicity of holes formed therethrough for the passage of water, and optionally releasable valve means for selectively plugging said holes watertightly to transiently prevent the passage of water therethrough so long as said valve means are not voluntarily released from said holes.
Claim 6
Dependent Claim
34 words
A device as claimed in claim 3, comprising a floor portion integral with the base of the structure and wall, and a plurality of ribs disposed radially for connecting the wall to the structure.
Claim 7
Dependent Claim
14 words
A device as claimed in claim 3, in which the wall varies in height.
Claim 8
Dependent Claim
30 words
A device as claimed in claim 6, in which the wall has a height which alternately increases and decreases in such manner that the top of the wall is festooned.
Claim 9
Dependent Claim
78 words
A device as claimed in claim 1, for the protection of the base of a structure resting on the bed of a body of water having a depth of about 25 meters and likely to be subjected to a swell of a height between crest and trough of about 10 meters, in which the height of the wall is about 5 meters and the distance from the wall to the base of the structure is about 7 meters.
Claim 10
Dependent Claim
94 words
A device as claimed in claim 1, for the protection of the base of a structure resting on the bed of a body of water having a depth of the order of 100 meters and likely to be subjected to a swell having an amplitude from crest to trough in the range of about 10 to about 30 meters, in which the height of the wall is in the range of about 5 meters to about 15 meters and the distance of the wall from the base of the structure is about 18 meters.
Claim 11
Dependent Claim
94 words
A device as claimed in claim 1, for the protection of the base of a structure resting on the bed of a body of water having a depth of about 140 meters and likely to be subjected to a swell having an amplitude from crest to trough in the range of about 10 meters to about 30 meters, in which the height of the protecting wall is in the range of about 5 meters to about 15 meters and the distance of the wall from the base of the structure is about 27 meters.
References Cited (Backward Citations)
US3738113A
Cited
US3886753A
Cited
USPTO Annuity & Maintenance Windows
| Annuity Stage | Window Opens | Payment Deadline | Surcharge Period Until | Estimated Fee | Status |
|---|---|---|---|---|---|
| 3.5 Years (Year 4) | 1980-04-25 | 1980-10-25 | 1981-04-26 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1984-04-25 | 1984-10-25 | 1985-04-26 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1988-04-25 | 1988-10-25 | 1989-04-26 | $7700.00 | Window Closed / Lapsed |