Patent US4790447A successfully refreshed from Google Patents.
US4790447A
Expired / Lapsed
US
⏱️ 0.0 years remaining
Modification to floating roof tank design
Assignee: CALIFORNIA TEXAS OIL Corp 125 E JOHN CARPENTER FREEWAY IRVING TX
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Filing: 1986-09-17
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Granted: 1988-12-13
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Expires: 2006-09-17
Abstract
Abstract A floating roof liquid storage tank, having a tank shell which is supported on a fixed base, and a floating roof supported by the liquid stored in the tank. Included in the base or roof is a displacement device to substantially displace the stored liquid when the floating roof is in its lowest position. In this way the volume of the heel of liquid unable to be removed from the tank is reduced. The displacement device can take the form of a container which protrudes downwardly from the roof, or a layer of ballast on the base of the tank. The ballast layer can be a liquid heavier than the stored liquid which can be retained in a dam if desired.
Inventors
- 👤 Leslie M. Lenny
Bibliographic Details
Application Number
—
Jurisdiction
US
Data Source
google_patents
Last Synchronized
2026-11-06 13:14
CPC Classifications
B; B65; B65D; B65D88/00; B65D88/34; Y; Y10; Y10S; Y10S210/00; Y10S210/09; Y10T; Y10T137/00; Y10T137/0318; Y10T137/0324; Y10T137/0329; Y10T137/0352; Y10T137/2931; Y10T137/3003; Y10T137/3006; Y10T137/4673; Y10T137/4824; Y10T137/8593
Claims Analysis
Total Claims: 14
Claim 1
Independent Claim
242 words
A floating roof liquid storage tank, comprising: a tank shell supported by a fixed, substantially flat base; a floating roof buoyantly supported by stored liquid in said tank, said roof including projections extending downwardly therefrom to support said roof at a minimum liquid level in said tank by engagement of lowermost portions of said projections with said base, said projections having a substantially negligible volume relative to the volume of said tank; and displacement means for displacing a major portion of said stored liquid normally present between said base and roof when said roof is at said minimum liquid level, wherein said displacement means comprises (1) a rigid dam wall extending upwardly from said base and having a wall height which extends nearly to but lower than a lowermost surface portion of said roof when said roof is at said minimum liquid level position and (2) a substantially constant volume of a displacement liquid retained on said base by said dam wall, said displacement liquid covering an area less than that of said base of said storage tank and having a substantially constant depth substantilly equal to the height of said dam wall so as to displace said stored liquid and reduce the inventory of said stored liquid that would otherwise remain at emptying of the tank while retaining said displacement liquid behind said dam, said displacement liquid having a specific gravity greater than that of said stored liquid in said tank.
Claim 2
Dependent Claim
242 words
A floating roof liquid storage tank, comprising: a tank shell supported by a fixed, substantially flat base; a floating roof buoyantly supported by stored liquid in said tank, said roof including projections extending downwardly therefrom to support said roof at a minimum liquid level in said tank by engagement of lowermost portions of said projections with said base, said projections having a substantially negligible volume relative to the volume of said tank; and displacement means for displacing a major portion of said stored liquid normally present between said base and roof when said roof is at said minimum liquid level, wherein said displacement means comprises (1) a rigid dam wall extending upwardly from said base and having a wall height which extends nearly to but lower than a lowermost surface portion of said roof when said roof is at said minimum liquid level position and (2) a substantially constant volume of a displacement liquid retained on said base by said dam wall, said displacement liquid covering an area less than that of said base of said storage tank and having a substantially constant depth substantilly equal to the height of said dam wall so as to displace said stored liquid and reduce the inventory of said stored liquid that would otherwise remain at emptying of the tank while retaining said displacement liquid behind said dam, said displacement liquid having a specific gravity greater than that of said stored liquid in said tank.
Claim 3
Dependent Claim
54 words
A tank as claimed in claim 1 further comprising inlet/outlet conduit means for the liquid supporting the tank roof which passes through said tank shell at a height from said base less than said dam wall height and which are located outside said dam and are immersed in said liquid supporting the tank roof.
Claim 4
Dependent Claim
37 words
A tank as claimed in claim 2 wherein said dam wall and said tank shell are each substantially cylindrical with an external diameter of said dam wall being less than an internal diameter of said tank wall.
Claim 5
Dependent Claim
16 words
A tank as claimed in claim 3 wherein said dam wall and tank shell are concentric.
Claim 6
Dependent Claim
26 words
A tank as claimed in claim 2 wherein said dam wall extends between first and second spaced apart locations on the interior of said tank shell.
Claim 7
Dependent Claim
18 words
A tank as claimed in claim 5 wherein said dam wall is substantially arcuate when viewed in plan.
Claim 8
Dependent Claim
39 words
A tank as claimed in claim 1 further comprising inlet/outlet conduit means for the liquid supporting the tank roof which are located within said dam, pass through said displacement liquid, and extend above the height of said dam wall.
Claim 9
Dependent Claim
42 words
A tank as claimed in claim 7 wherein said floating roof further comprises a pontoon having a sleeve passing substantially vertically therethrough and wherein said inlet/outlet conduit means extends upwardly into said sleeve when said roof is at said minimum liquid level.
Claim 10
Dependent Claim
29 words
A tank as claimed in claim 1, further comprising a fill/drain conduit means communicating between the displacement liquid retained by said dam wall and the exterior of said tank.
Claim 11
Dependent Claim
44 words
A tank as claimed in claim 1, wherein said tank includes a gauge glass located exterior of said tank and communicating with both the liquid stored in said tank and said displacement liquid to indicate the level of said displacement liquid within said tank.
Claim 12
Dependent Claim
30 words
A tank as claimed in claim 10, further comprising a fill/drain conduit means for communication between the displacement liquid retained by said dam wall and the exterior of said tank.
Claim 13
Independent Claim
298 words
A method of displacing an inventory heel of a stored liquid normally located adjacent the base of a floating roof tank that is difficult to withdraw at emptying of the tank, which comprises: a tank shell supported by a fixed base; a floating roof buoyantly supported by said stored liquid in said tank, said roof including a plurality of projections extending downwardly therefrom to support said roof at a minimum liquid level in said tank by engagement of lowermost portions of said projection with said base, and said projections having a substantially negligible volume relative to the volume of said tank, and a dam wall extending upwardly from said base; wherein said method comprises the step of displacing a major portion of said stored liquid in said tank normally present between said base and said roof when said roof is at said minimum level by introducing a substantially constant volume of ballast material into said tank adjacent the base thereof, and setting the depth of said ballast material to be less than the height of said roof above said base when said roof is at said minimum liquid level such that said roof is in contact with only said stored liquid when buoyantly supported by said stored liquid in said tank above said minimum liquid level wherein said ballast material comprises a displacement liquid having a specific gravity greater than that of the stored liquid supporting said roof; and restraining said displacement liquid to an area of said tank by retaining said displacement liquid behind said dam wall, said dam wall having a height substantially corresponding to the depths of said displacement liquid so as to displace said stored liquid and thereby reduce the inventory heel of said stored liquid while retaining said displacement liquid behind said dam.
Claim 14
Independent Claim
298 words
A method of displacing an inventory heel of a stored liquid normally located adjacent the base of a floating roof tank that is difficult to withdraw at emptying of the tank, which comprises: a tank shell supported by a fixed base; a floating roof buoyantly supported by said stored liquid in said tank, said roof including a plurality of projections extending downwardly therefrom to support said roof at a minimum liquid level in said tank by engagement of lowermost portions of said projection with said base, and said projections having a substantially negligible volume relative to the volume of said tank, and a dam wall extending upwardly from said base; wherein said method comprises the step of displacing a major portion of said stored liquid in said tank normally present between said base and said roof when said roof is at said minimum level by introducing a substantially constant volume of ballast material into said tank adjacent the base thereof, and setting the depth of said ballast material to be less than the height of said roof above said base when said roof is at said minimum liquid level such that said roof is in contact with only said stored liquid when buoyantly supported by said stored liquid in said tank above said minimum liquid level wherein said ballast material comprises a displacement liquid having a specific gravity greater than that of the stored liquid supporting said roof; and restraining said displacement liquid to an area of said tank by retaining said displacement liquid behind said dam wall, said dam wall having a height substantially corresponding to the depths of said displacement liquid so as to displace said stored liquid and thereby reduce the inventory heel of said stored liquid while retaining said displacement liquid behind said dam.
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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) | 1991-12-13 | 1992-06-13 | 1992-12-13 | $2000.00 | Window Closed / Lapsed |
| 7.5 Years (Year 8) | 1995-12-13 | 1996-06-13 | 1996-12-13 | $3760.00 | Window Closed / Lapsed |
| 11.5 Years (Year 12) | 1999-12-13 | 2000-06-13 | 2000-12-13 | $7700.00 | Window Closed / Lapsed |