Storage tank containment system

US10352500B2 · US · B2

Patent metadata
FieldValue
Publication numberUS-10352500-B2
Application numberUS-201615204387-A
CountryUS
Kind codeB2
Filing dateJul 7, 2016
Priority dateOct 26, 2006
Publication dateJul 16, 2019
Grant dateJul 16, 2019

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  1. Title

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  5. First independent claim

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Abstract

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A large volume natural gas storage tank comprises rigid tubular walls having closed tubular cross-sections that are interconnected at opposing ends with two other rigid tubular walls such that interiors of the rigid tubular walls define an interior fluid storage chamber. The storage tank includes bulkhead ring webs positioned in the interior fluid storage chamber across intermediate segments of the rigid tubular walls and closure plates connected between exterior surfaces of successive interconnected rigid tubular walls to define sides of the storage tank. Interior surfaces of the closure plates and exterior surfaces of the rigid tubular walls define an auxiliary fluid storage chamber. The storage tank includes exterior support structures extending through the closure plates and between the exterior surfaces of the rigid tubular walls on some of the sides of the storage tank to reinforce the storage tank against dynamic loading from fluid in the interior fluid storage chamber.

First claim

Opening claim text (preview).

What is claimed is: 1. A large volume natural gas storage tank, comprising: rigid tubular walls having opposing ends and intermediate segments with closed tubular cross-sections and interconnected at both ends with respective ends of two other rigid tubular walls such that interconnected interiors of the rigid tubular walls define an interior fluid storage chamber; bulkhead ring webs positioned in the interior fluid storage chamber across the intermediate segments of the rigid tubular walls; closure plates connected between exterior surfaces of successive interconnected rigid tubular walls to define sides of the storage tank, wherein interior surfaces of the closure plates and the exterior surfaces of the rigid tubular walls define an auxiliary fluid storage chamber at a central portion of the storage tank; and exterior support structures extending through the closure plates and between the exterior surfaces of the successive interconnected rigid tubular walls on at least some of the sides of the storage tank configured to reinforce the storage tank against dynamic loading from fluid in the interior fluid storage chamber. 2. The storage tank of claim 1 , wherein each bulkhead ring web defines an aperture to permit a restricted flow of fluid through the bulkhead ring webs. 3. The storage tank of claim 2 , wherein each bulkhead ring web comprises a planar plate connected with an interior of one of the rigid tubular walls. 4. The storage tank of claim 2 , wherein the aperture has a circular shape. 5. The storage tank of claim 1 , wherein each exterior support structure is formed of rigidly interconnected vertical and horizontal braces. 6. The storage tank of claim 1 , wherein the exterior support structure on a bottommost side of the storage tank extends outward from the exterior surfaces of the successive interconnected rigid tubular walls and outward from an exterior surface of the closure plate to form a base for the storage tank configured to support the storage tank in an installation position within a cargo hold of a carrier. 7. The storage tank of claim 1 , further comprising: blocks disposed on the exterior support structures, the blocks configured to maintain the storage tank in an installation position when abutting brackets extending from a cargo hold of a carrier. 8. A large volume natural gas storage tank, comprising: rigid tubular walls having opposing ends and intermediate segments with closed tubular cross-sections and interconnected at both ends with respective ends of two other rigid tubular walls such that interconnected interiors of the rigid tubular walls define an interior fluid storage chamber; bulkhead ring webs positioned in the interior fluid storage chamber across the intermediate segments of the rigid tubular walls, each bulkhead ring web comprising an annular planar plate connected with an interior of one of the rigid tubular walls and defining an aperture to permit a restricted flow of fluid through the bulkhead ring web; closure plates connected between exterior surfaces of successive interconnected rigid tubular walls to define sides of the storage tank, wherein interior surfaces of the closure plates and the exterior surfaces of the rigid tubular walls define an auxiliary fluid storage chamber at a central portion of the storage tank; and exterior support structures extending from the closure plates, through the exterior surfaces of the successive interconnected rigid tubular walls, to the bulkhead ring webs on at least some of the sides of the storage tank, the exterior support structures configured to reinforce the storage tank against dynamic loading from fluid in the interior fluid storage chamber. 9. The storage tank of claim 8 , wherein each closure plate extends one of normally and tangentially between the exteriors of the successive interconnected rigid tubular walls on each side of the storage tank. 10. The storage tank of claim 8 , wherein each closure plate includes one of a spherical, rounded, triangular, 1-shaped, or planar exterior surface. 11. The storage tank of claim 8 , wherein a plane is defined as flush with an outer extent of the successive interconnected rigid tubular walls on each side of the storage tank. 12. The storage tank of claim 11 , wherein the closure plates extend between the exteriors of the successive interconnected rigid tubular walls at a location interior to the plane on at least some of the sides of the storage tank. 13. The storage tank of claim 12 , wherein the closure plates extend between the exteriors of the successive interconnected rigid tubular walls at the location interior to the plane on the vertical sides of the storage tank. 14. The storage tank of claim 11 , wherein the closure plates extend between the exteriors of the successive interconnected rigid tubular walls at a location exterior to the plane on at least some of the sides of the storage tank. 15. The storage tank of claim 14 , wherein the closure plates extend between the exteriors of the successive interconnected rigid tubular walls at the location exterior to the plane on topmost and bottommost sides of the storage tank. 16. The storage tank of claim 8 , wherein each exterior support structure is formed of rigidly interconnected vertical and horizontal braces. 17. The storage tank of claim 8 , wherein the exterior support structures extend outward from the exterior surfaces of the successive interconnected rigid tubular walls and outward from an exterior surface of the closure plate on at least some of the sides of the tank. 18. The storage tank of claim 17 , further comprising: blocks disposed on the exterior support structures outward of the exterior surfaces of the closure plates on at least some of the sides of the tank, the blocks configured to maintain the storage tank in an installation position when abutting brackets extending from a cargo hold of a carrier. 19. A large volume natural gas storage tank, comprising: rigid tubular walls having opposing ends and intermediate segments with closed tubular cross-sections and interconnected at both ends with respective ends of two other rigid tubular walls such that interconnected interiors of the rigid tubular walls define an interior fluid storage chamber; bulkhead ring webs positioned in the interior fluid storage chamber across the intermediate segments of the rigid tubular walls, each bulkhead ring web comprising an annular planar plate connected with an interior of one of the rigid tubular walls and defining an aperture to permit a restricted flow of fluid through the bulkhead ring web; closure plates extending between exterior surfaces of successive interconnected rigid tubular walls to define vertical sides of the storage tank, wherein interior surfaces of the closure plates and the exterior surfaces of the rigid tubular walls at least partially define an auxiliary fluid storage chamber at a central portion of the storage tank; exterior support structures comprising rigidly interconnected vertical and horizontal braces, the braces extending between the exterior surfaces of the successive interconnected rigid tubular walls and outward through the closure plates on the vertical sides of the storage tank; and blocks disposed on the braces outward of the exterior surfaces of the closure plates on the vertical sides of the tank, the blocks configured to maintain the storage tank in an installation position when abutting brackets extending from a cargo hold of a carrier. 20. The storage tank of claim 19 , wherein each

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What does patent US10352500B2 cover?
A large volume natural gas storage tank comprises rigid tubular walls having closed tubular cross-sections that are interconnected at opposing ends with two other rigid tubular walls such that interiors of the rigid tubular walls define an interior fluid storage chamber. The storage tank includes bulkhead ring webs positioned in the interior fluid storage chamber across intermediate segments of…
Who is the assignee on this patent?
Altair Eng Inc
What technology area does this patent fall under?
Primary CPC classification F17C1/002. Mapped technology areas include Mechanical Engineering.
When was this patent published?
Publication date Tue Jul 16 2019 00:00:00 GMT+0000 (Coordinated Universal Time) (B2). Legal status and post-grant events are not shown on this page.
What related patents are in patentsdb?
We list 5 related publications on this page (citations in our corpus or others sharing the same primary CPC).