Structure for extreme thermal cycling

• US 7,666,279 B2
• Filed: 03/16/2006
• Issued: 02/23/2010
• Est. Priority Date: 03/16/2006
• Status: Active Grant

• Current Assignee: CB&I STS Delaware LLC (Mcdermott International Incorporated)
• Original Assignee: Chicago Bridge & Iron Company (Mcdermott International Incorporated)
• Inventors: Eberly, Randy L., Cihlar, Steve M., Swanson, Dale A.
• Primary Examiner(s): Bhat; N.
• Application Number:
  US11/376,802
• Publication Number:
  US 20070215452A1
• Time in Patent Office: 1,440 Days
• Field of Search: 202/239, 202/242, 202/268, 202/266, 202/267.1, 285/381.1
• US Class Current: 202/239
• CPC Class Codes: C10B 1/04 Vertical retorts
• CPC Class Codes: F16J 12/00 Pressure vessels in general covers therefor F16J13/00; for particular applications, see the relevant subclasses, e.g. B01J, F17C, G21C

Abstract

A structure for extreme thermal cycling has a support element that supports a vessel primarily by bearing and frictional forces rather than by welds. The support element has a bearing portion that tapers inwardly beneath a knuckle that separates a cylindrical section of the vessel from a sloped lower section. The bearing portion of the support element follows that slope, providing an extended area of contact between the support element and the vessel. An annular section of the support element can be heated and expanded before placing it around the cylindrical section of the vessel to provide pre-stressing. If required, a strap may extend downwardly from the vessel over an upper edge of the support element.

Claims

1. A structure for holding substances that are subject to thermal cycling between temperatures that vary by more than about 500 degrees F., that has:

a pressure-tight vessel that has a sloped lower section that extends beneath a knuckle; and

a support element that tapers inwardly beneath the knuckle of the vessel, wherein such support element contacts and bears against the sloped lower section of the vessel, supporting the vessel primarily by bearing and frictional forces, and extends downward to a foundation carrying the weight of the vessel to the foundation.

2. A structure as recited in claim 1, in which the support element has a pre-stressed cylindrical section that surrounds a portion of a cylindrical section of the vessel.

3. A structure as recited in claim 1, in which there is a layer of high-temperature mastic between the vessel and a bearing surface on the support element.

4. A structure as recited in claim 1, in which the support element includes a continuous skirt wall.

5. A structure as recited in claim 1, in which the support element includes bearing plates that are mounted on a plurality of structural members.

6. A structure as recited in claim 1 in which the support element has an annular upper section that wraps around a portion of a cylindrical section of the vessel.

7. A structure as recited in claim 1 in which most of the contact between the vessel and the support element is between the support element and the sloped lower section of the vessel.

8. A structure as recited in claim 1, in which the support element supports the vessel without welds.

9. A structure as recited in claim 1, in which the support element supports the vessel without welds to the knuckle on the vessel.

10. A structure as recited in claim 1, in which one or more straps extend downwardly from the vessel over an upper edge of the support element.

11. A structure as recited in claim 1, in which the support element has a base section that extends downwardly from a reverse-curvature knuckle adjacent the sloped lower section of the vessel.

12. A structure as recited in claim 1, in which the support element has a cylindrical base section that extends downwardly from the sloped lower section of the vessel.

13. A structure as recited in claim 1, in which the support element has a base section that is welded to a sloped bearing portion of the support element.

14. A structure as recited in claim 1, in which the support element extends to one or more anchor point supports spaced away from the vessel.

15. A structure as recited in claim 1, in which the support element has an extended area of contact with the vessel.

16. A structure as recited in claim 1, in which the support element has an annular bearing portion that contacts and substantially surrounds the vessel and is at least 18 ″

wide.

17. A structure as recited in claim 1, in which the vessel is a coke drum.

18. A structure as recited in claim 1, in which the vessel has a diameter of at least 12 feet.

19. A structure for holding substances that are subject to thermal cycling between temperatures that vary by more than about 500 degrees F., that has:

a pressure-tight vessel that has a sloped lower section that extends beneath a knuckle; and

a support element that tapers inwardly beneath the knuckle of the vessel, wherein such support element contacts and bears against, but is not physically attached to, the sloped lower section of the vessel, supporting the vessel primarily by bearing and frictional forces, and extends downward to a foundation carrying the weight of the vessel to the foundation.

20. A structure for holding substances that are subject to thermal cycling between temperatures that vary by more than about 500 degrees F., that has:

a pressure-tight vessel that has a sloped lower section that extends beneath a knuckle; and

a support element that tapers inwardly beneath the knuckle of the vessel, wherein such support element contacts and bears against the sloped lower section of the vessel, supporting the vessel primarily by bearing and frictional forces in a non-pressure-tight, non-liquid-tight arrangement, and extends downward to a foundation carrying the weight of the vessel to the foundation.

21. A structure for holding substances that are subject to thermal cycling between temperatures that vary by more than about 500 degrees F., that has:

a vessel that has a sloped lower section that extends beneath a knuckle; and

a support element that tapers inwardly beneath the knuckle of the vessel, wherein such support element contacts and bears against the sloped lower section of the vessel, supporting the vessel primarily by bearing and frictional forces, and extends downward to a foundation carrying the weight of the vessel to the foundation.