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US3928982A Expired / Lapsed US ⏱️ 0.0 years remaining

Method and device for a foundation by depression in an aquatic site

Assignee: Sea Tank Co SA
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Filing: 1974-03-05
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Granted: 1975-12-30
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Expires: 1994-03-05
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Abstract

Abstract Method and device for a foundation by depression in an aquatic site in connection with a structure comprising a tank with an apron provided with ridges digging into the ground and passing through a permeable sandy surface layer resting on an impermeable clay layer, characterized in that the ridges, arranged continuously at the periphery of the apron, enclose the said sandy layer in a confined space comprised between the said apron and the said clay layer and in that the suction of the trapped water sets up a depression ensuring the continuation of the sinking of the said tank.

Inventors

  • 👤 Roger Lacroix

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-10-27 20:19
CPC Classifications
E; E02; E02D; E02D29/00; E02D29/06; E02D27/00; E02D27/32; E02D27/52; E02D2250/00; E02D2250/0053

Claims Analysis

Total Claims: 5
Claim 1
Independent Claim 248 words
In an underwater foundation structure for controlled submerged depression in an aquatic site, including: a tank having an apron forming the bottom of said structure with a ridge projecting downwardly therefrom and digging into the ground, which ground comprises at least two stratified layers in the form of a surface layer of permeable sand resting on an impermeable layer of clay, the improvement comprising: said ridge having a height greater than the thickness of said sandy layer and extending continuously about the periphery of said apron to enclose the sandy layer within a confined space between said apron, the ridge and said clay layer after initial submergence of said tank, tubular funnels extending vertically through the tank from said apron to the top of said tank with said funnels being provided with closures at their upper ends to permit the removal of water trapped beneath said apron during initial submergence of said foundation structure, tubular drains extending through the tank and having their lower ends entering the sand layer and their upper ends projecting above the surface of the water of the aquatic site, filters provided at the lower ends of said drains where the drains enter the sandy layer to insure the removal of water, and pumps housed internally of the drains for pumping water through the drains to create said depression and for expelling water from the upper ends of the drains captured within the layer of permeable sand above the surface of said aquatic site.
Claim 2
Dependent Claim 248 words
In an underwater foundation structure for controlled submerged depression in an aquatic site, including: a tank having an apron forming the bottom of said structure with a ridge projecting downwardly therefrom and digging into the ground, which ground comprises at least two stratified layers in the form of a surface layer of permeable sand resting on an impermeable layer of clay, the improvement comprising: said ridge having a height greater than the thickness of said sandy layer and extending continuously about the periphery of said apron to enclose the sandy layer within a confined space between said apron, the ridge and said clay layer after initial submergence of said tank, tubular funnels extending vertically through the tank from said apron to the top of said tank with said funnels being provided with closures at their upper ends to permit the removal of water trapped beneath said apron during initial submergence of said foundation structure, tubular drains extending through the tank and having their lower ends entering the sand layer and their upper ends projecting above the surface of the water of the aquatic site, filters provided at the lower ends of said drains where the drains enter the sandy layer to insure the removal of water, and pumps housed internally of the drains for pumping water through the drains to create said depression and for expelling water from the upper ends of the drains captured within the layer of permeable sand above the surface of said aquatic site.
Claim 3
Dependent Claim 87 words
The foundation structure according to claim 1, for use with respect to a site having two stratified surface layers of permeable sand and compressible clay and covering a ground consisting of compacted clay, said structure further comprising: partition ridges depending from said apron and acting in conjunction with the peripheral ridge for subdividing the confined space into compartments which are fluid tight after submerging, and wherein a tubular funnel and a drain are provided for each compartment to separately remove the water trapped therein by applied suction.
Claim 4
Dependent Claim 102 words
The foundation structure as claimed in claim 1, for use on a site having three surface layers of: permeable sand, compressible clay and slightly permeable sand, covering a compacted clay ground, said foundation structure further comprising extra drains extending through said tank and having their lower ends penetrating the layer of slightly permeable sand, said extra drains extending upwardly to the surface of the water of said aquatic site, pumps housed within said extra drains to exhaust water from said slightly permeable sand layer independently of that water being exhausted from the layer of permeable sand above said layer of compressible clay.
Claim 5
Dependent Claim 102 words
The foundation structure as claimed in claim 2, for use on a site having three surface layers of: permeable sand, compressible clay and slightly permeable sand, covering a compacted clay ground, said foundation structure further comprising extra drains extending through said tank and having their lower ends penetrating the layer of slightly permeable sand, said extra drains extending upwardly to the surface of the water of said aquatic site, pumps housed within said extra drains to exhaust water from said slightly permeable sand layer independently of that water being exhausted from the layer of permeable sand above said layer of compressible clay.

References Cited (Backward Citations)

US483697A Cited
US2622404A Cited
US2699042A Cited
US2938353A Cited
US2895301A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1978-12-29 1979-06-30 1979-12-30 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1982-12-29 1983-06-30 1983-12-30 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1986-12-29 1987-06-30 1987-12-30 $7700.00 Window Closed / Lapsed

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