Crane support apparatus and methods thereof

• US 20080237174A1
• Filed: 03/26/2008
• Published: 10/02/2008
• Est. Priority Date: 03/30/2007
• Status: Abandoned Application

• Current Assignee: Remedial Cyprus Public Company Limited
• Original Assignee: Remedial Cyprus Public Company Limited
• Inventors: Nimmo, Peter W., Altman, Richard A., Brown, Michael D.
• Application Number:
  US12/079,349
• Publication Number:
  US 20080237174A1
• Time in Patent Office: Days
• US Class Current: 212/347
• CPC Class Codes: B66C 23/52 Floating cranes floating dredgers E02F
• CPC Class Codes: B66C 5/10 Portals, i.e. essentially circular or square platforms with three or more legs specially adapted for supporting slewing jib cranes
• CPC Class Codes: E02B 17/021 with relative movement between supporting construction and platform
• CPC Class Codes: E02B 2017/006 with lattice style supporting legs
• CPC Class Codes: E02B 2017/0082 Spudcans, skirts or extended feet

Abstract

A vessel is provided that is an improvement over previously disclosed jack-up rigs and lift boats. The vessel has at least three thrusters and is self-propelled. The vessel additionally has a raised and hollow crane support on which a crane may be mounted. The crane support is preferably affixed to tracks, which permit the crane to slide along the deck of the vessel. The raised and hollowed feature of the crane support permits the storage of equipment and things beneath the crane support without hindering the movement of the crane along the tracks. Optionally, the vessel further has an extension assembly atop which may be deployed a workover rig assembly. The crane may be used to assemble the extension assembly and thus aid in the construction, remediation, and demolition of offshore oil and gas platforms and wells.

Claims

1. ) A crane support apparatus, comprising:

at least two vertical members with each vertical member having a first and second end, the first end of the first vertical member is affixed to a first track, the first end of the second vertical member is affixed to a second track, the first and second tracks are affixed to a deck of an Elevating Support Vessel, the second end of the first vertical member is affixed to a first side of a platform, the second end of the second vertical member is affixed to a second side of the platform; and

a column having a proximate and distal end, the proximate end is affixed to the platform, and a crane is rotatably affixed to the distal end of the column, the platform has a lower side disposed at least about 2 meters above the deck, the crane support apparatus is movable along the track.

2. ) The crane support apparatus of claim 1, wherein the at least two vertical members comprise four vertical members.

3. ) The crane support apparatus of claim 1, wherein the lower side of the platform is disposed at least about 3 meters above the deck.

4. ) The crane support apparatus of claim 3, wherein the lower side of the platform is disposed at least about 6 meters above the deck.

5. ) The crane support apparatus of claim 4, wherein the lower side of the platform is disposed at least about 9 meters above the deck.

6. ) The crane support apparatus of claim 1, wherein the at least two vertical members have a triangular shape, and wherein the first ends of the vertical members are thinner than the second ends of the vertical members.

7. ) The crane support apparatus of claim 1, wherein the platform has a rectangular shape.

8. ) The crane support apparatus of claim 1, wherein the crane support apparatus weighs from about 105 tons to about 300 tons.

9. ) The crane support apparatus of claim 8, wherein the crane support apparatus weighs about 170 tons.

10. ) The crane support apparatus of claim 1, wherein the crane support apparatus comprises steel.

11. ) The crane support apparatus of claim 10, wherein the steel comprises 355 MPa medium strength steel.

12. ) The crane support apparatus of claim 1, wherein the crane has at least a 50 metric ton capacity at 20 meters.

13. ) The crane support apparatus of claim 12, wherein the crane has at least a 200 metric ton capacity at 20 meters.

14. ) The crane support apparatus of claim 13, wherein the crane has at least a 250 metric ton capacity at 20 meters.

15. ) The crane support apparatus of claim 14, wherein the crane has at least a 350 metric ton capacity at 20 meters.

16. ) The crane support apparatus of claim 15, wherein the crane has at least a 500 metric ton capacity at 20 meters.

17. ) The crane support apparatus of claim 1, wherein the crane is a PC 300 crane.

18. ) The crane support apparatus of claim 1, wherein each of the first track and the second track are at least about 10 meters in length, and the first track is spaced at least about 10 meters from the second track.

19. ) The crane support apparatus of claim 18, wherein each of the first track and the second track extend through the depth of the transom.

20. ) The crane support apparatus of claim 19, wherein the first end of the first vertical member is affixed to a first crane-legs shoe, the first end of the second vertical member is affixed to a second crane-leg shoe, and the first and second crane-leg shoes are affixed to the first and second tracks.

21. ) The crane support apparatus of claim 20, wherein the first and second tracks each have a T-shaped end, and wherein the first and second ends of the first and second crane-leg shoes are disposed about the T-shaped end.

22. ) The crane support apparatus of claim 21, wherein the T-shaped end of the first and second tracks is displaced about 3 millimeters from the first and second shoes.

23. ) The crane support apparatus of claim 21, wherein the T-shaped end of the first and second tracks has a width and a length, and the length is between about 30 centimeters and about 60 centimeters.

24. ) A method of using the crane support apparatus of claim 1, comprising:

a. using the crane to pick up a load from a first location;

b. skidding the crane from a first position along the first and second tracks to a second position along the first and second tracks; and

c. using the crane to lower the load at a second location.

25. ) The method of claim 24, wherein the first location is not on the Elevating Support Vessel, and the second location is on the deck of the Elevating Support Vessel.

26. ) The method of claim 24, wherein the first location is not on the Elevating Support Vessel, and the second location is not on the deck of the Elevating Support Vessel.

27. ) The method of claim 24, wherein the first location is on the deck of the Elevating Support Vessel, and the second location is on the deck of the Elevating Support Vessel.

28. ) The method of claim 24, further comprising rotating the crane about the column when the crane has the load.