IP Library Granted Patent US 9,528,282
Granted Patent B2
US 9,528,282 · App. 14/862,902 · Granted Dec 27, 2016

Freestanding elevator platform system

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Quick Facts
Patent No.
US 9,528,282
App. No.
14/862,902
Granted
Dec 27, 2016
Kind
B2
Abstract

A system useful for dressing out or performing maintenance or other work on a structure in a vertical position includes an elevator system emplaced around the perimeter of the structure, the elevator system including at least three elevators, each having an elevator mast and an elevator cab, the elevator masts interconnected such that the elevator system is freestanding; a control station for controlling and maintaining the elevation of the elevator cabs; a scaffolding/platform system attached to the elevator cabs and providing a work surface that may travel to an elevation proximate an upper portion of the structure, the elevation of work surface controllable using the control station and determined by the elevation of the elevator cabs; the elevator cabs being positionable at various elevations to allow for work to be performed on the structure. The systems may be used for construction, modification, and repair of various vertical structures.

Claims (82)

1. A method to dress out or perform maintenance on a structure in a vertical position, comprising:

emplacing a freestanding elevator system to surround a perimeter of the structure, the elevator system comprising:

at least three elevators, each elevator comprising an elevator mast and an elevator cab, the at least three elevator masts being interconnected;

a control station for controlling an elevation of the elevator cabs for maintaining each of the elevator cabs proximate a same elevation;

attaching a scaffolding system to each of the elevator cabs for providing one or more work surfaces, wherein the scaffolding system surrounds the perimeter of the structure and is configured to travel to an elevation proximate an upper portion of the structure, an elevation of the one or more work surfaces being controllable using the control station and determined by the elevation of the elevator cabs; and

positioning each of the elevator cabs at one or more elevations for a period of time to allow for work to be performed on the structure proximate the elevation of the one or more work surfaces.

2. The method of claim 1 , further comprising erecting the structure.

3. The method of claim 1 , wherein the at least three elevators include rack and pinion system.

4. The method of claim 1 , wherein the elevator masts are interconnected using cross bracing.

5. The method of claim 4 , wherein the cross bracing is provided at height intervals in a range from about 20 feet to about 40 feet.

6. The method of claim 1 , wherein the scaffolding system is designed or adjustable to pass projections from the structure or located proximate the structure.

7. The method of claim 1 , wherein the one or more work surfaces further comprise at least one selected from the group consisting of:

at least one work area for cutting and form fitting;

at least one storage area;

at least one work area for pipe threading;

at least one work area for conduit bending;

at least one work area for insulation;

at least one work area for electrical;

at least one work area for welding;

at least one work area for assembly of nuts, bolts, and gaskets;

at least one work area to modify ladders or platforms attached or to be attached to the structure;

at least one restroom;

at least one area for loading and unloading work materials; and

at least one ramp to traverse between work surfaces or from ground level to a work surface when the elevator cabs are at a lowermost elevation.

8. The method of claim 1 , further comprising at least one selected from the group consisting of:

installing, modifying, maintaining, or removing insulation on the structure;

installing, modifying, maintaining, or removing electrical conduits or electrical wiring on the structure;

installing, modifying, maintaining, or removing piping, tubing, or other fluid conduits on the structure;

installing, modifying, Maintaining, or removing structure internals;

installing, modifying, maintaining, or removing ladders or platforms connected to the structure;

installing, modifying, maintaining, or removing at least one selected from the group consisting of screws, nuts, bolts, gaskets, and seals on the structure; and

installing, modifying, maintaining, or removing paint or other coatings on an exterior or interior surface of the structure.

9. The method of claim 1 , wherein the elevator system further comprises at least one selected from the group consisting of:

an alarm system for use when the one or more work surfaces are moving or about to be moved;

a hand rail, which traverses up to a length of an internal perimeter and a length of an external perimeter of the one or more work surfaces;

a toe plate, which traverses the length of the internal perimeter and the length of the external perimeter of the one or more work surfaces;

a fall protection system, which provides for up to 100% tie off for all workers; and

one or more electrical outlets located proximate a top of each elevator cab.

10. The method of claim 1 , wherein the at least three elevators comprise a total of three to eight elevators.

11. The method of claim 1 , wherein the elevator cabs and the scaffolding system are configured to be raised or lowered at a rate in a range from about 10 feet per minute to about 30 feet per minute.

12. The method of claim 1 , further comprising placing at least one selected from the group consisting of an air compressor and a welding machine on at least one of the one or more work surfaces.

13. A method to build a vertical structure, comprising:

emplacing a freestanding elevator system to surround a perimeter of a construction or building site, the elevator system comprising:

at least three elevators, each elevator comprising an elevator mast and an elevator cab, the at least three elevator masts being interconnected;

a control station for controlling an elevation of the elevator cabs and for maintaining each of the elevator cabs proximate a same elevation;

attaching a scaffolding system to each of the elevator cabs for providing one or more work surfaces, wherein the scaffolding system surrounds the perimeter of the structure and is configured to travel to an elevation proximate an upper portion of the structure, an elevation of the one or more work surfaces being controllable using the control station and determined by the elevation of the elevator cabs; and

positioning each of the elevator cabs at one or more elevations for a period of time to allow for work to be performed building or erecting the vertical structure proximate the elevation of the one or more work surfaces.

14. The method of claim 13 , further comprising erecting the structure.

15. The method of claim 13 , wherein the at least three elevators include a rack and pinion system.

16. The method of claim 13 , wherein the elevator masts are interconnected using cross bracing.

17. The method of claim 16 , wherein the cross bracing is provided at height intervals in a range from about 20 feet to about 40 feet.

18. The method of claim 13 , wherein the scaffolding system is designed or adjustable to pass projections from the structure or located proximate the structure.

19. The method of claim 13 , wherein the one or more work surfaces further comprise at least one selected from the group consisting of:

at least one work area for cutting and form fitting;

at least one storage area;

at least one work area for pipe threading;

at least one work area for conduit bending;

at least one work area for insulation;

at least one work area for electrical;

at least one work area for welding;

at least one work area for assembly of nuts, bolts, and gaskets;

at least one work area to modify ladders or platforms attached or to be attached to the structure;

at least one restroom;

at least one area for loading and unloading work materials; and

at least one ramp to traverse between work surfaces or from ground level to a work surface when the elevator cabs are at a lowermost elevation.

20. The method of claim 13 , further comprising at least one selected from the group consisting of:

installing, modifying, maintaining, or removing insulation on the structure;

installing, modifying, maintaining, or removing electrical conduits or electrical wiring on the structure;

installing, modifying, maintaining, or removing piping, tubing, or other fluid conduits on the structure;

installing, modifying, maintaining, or removing structure internals;

installing, modifying, maintaining, or removing ladders or platforms connected to the structure;

installing, modifying, maintaining, or removing at least one selected from the group consisting of screws, nuts, bolts, gaskets, and seals on the structure; and

installing, modifying, maintaining, or removing paint or other coatings on the exterior or interior surface of the structure.

21. The method of claim 13 , wherein the elevator system further comprises at least one selected from the group consisting of:

an alarm system for use when the one or more work surfaces are moving or about to be moved;

a hand rail, which traverses up to a length of an internal perimeter and length of an external perimeter of the one or more work surfaces;

a toe plate, which traverses up to the length of the internal perimeter and the length of the external perimeter of the one or more work surfaces;

a fall protection system, which provides for up to 100% tie off for all workers; and

one or more electrical outlets located proximate a top of each elevator cab.

22. The method of claim 13 , wherein the at least three elevators comprise a total of three to eight elevators.

23. The method of claim 13 , wherein the elevator cabs and the scaffolding system are configured to be raised or lowered at a rate in a range from about 10 feet per minute to about 30 feet per minute.

24. The method of claim 13 , further comprising placing at least one selected from the group consisting of an air compressor and a welding machine on at least one of the one or more work surfaces.

Assignments (13)
RELEASE OF SECURITY INTEREST Recorded Dec 10, 2024
From: WILMINGTON TRUST, NATIONAL ASSOCIATION
To: CHICAGO BRIDGE & IRON COMPANY; CB&I STS DELAWARE LLC; CHICAGO BRIDGE & IRON COMPANY LLC
Reel/Frame 069541/0493 →
RELEASE OF SECURITY INTEREST Recorded Dec 10, 2024
From: WILMINGTON TRUST, NATIONAL ASSOCIATION AS SUCCESSOR COLLATERAL AGENT TO THE FORMER COLLATERAL AGENT, CRÉDIT AGRICOLE CORPORATE AND INVESTMENT BANK
To: CB&I STS DELAWARE LLC; CHICAGO BRIDGE & IRON COMPANY; CHICAGO BRIDGE & IRON COMPANY LLC
Reel/Frame 069540/0123 →
RELEASE OF SECURITY INTEREST Recorded Dec 10, 2024
From: WILMINGTON TRUST, NATIONAL ASSOCIATION, AS SUCCESSOR COLLATERAL AGENT TO THE FORMER COLLATERAL AGENT, CRÉDIT AGRICOLE CORPORATE AND INVESTMENT BANK
To: CHICAGO BRIDGE & IRON COMPANY; CB&I STS DELAWARE LLC; CHICAGO BRIDGE & IRON COMPANY LLC
Reel/Frame 069540/0600 →
RELEASE OF SECURITY INTEREST Recorded Dec 10, 2024
From: WILMINGTON TRUST, NATIONAL ASSOCIATION, AS SUCCESSOR COLLATERAL AGENT TO THE FORMER COLLATERAL AGENT, CRÉDIT AGRICOLE CORPORATE AND INVESTMENT BANK
To: CHICAGO BRIDGE & IRON COMPANY; CB&I STS DELAWARE LLC; CHICAGO BRIDGE & IRON COMPANY LLC
Reel/Frame 069541/0001 →
RELEASE OF SECURITY INTEREST Recorded Dec 10, 2024
From: WILMINGTON TRUST, NATIONAL ASSOCIATION
To: CHICAGO BRIDGE & IRON COMPANY; CB&I STS DELAWARE LLC; CHICAGO BRIDGE & IRON COMPANY LLC
Reel/Frame 069541/0177 →
RELEASE OF SECURITY INTEREST Recorded Dec 10, 2024
From: WILMINGTON TRUST, NATIONAL ASSOCIATION
To: CB&I STS DELAWARE LLC
Reel/Frame 069541/0282 →
SECURITY INTEREST Recorded Dec 5, 2024
From: CB&I STS DELAWARE LLC
To: CITIBANK, N.A., AS ADMINISTRATIVE AGENT
Reel/Frame 069501/0429 →
SECURITY INTEREST Recorded Oct 16, 2023
From: CB&I STS DELAWARE LLC
To: WILMINGTON TRUST, NATIONAL ASSOCIATION
Reel/Frame 065226/0975 →
SECURITY INTEREST Recorded Oct 16, 2023
From: WILMINGTON TRUST, NATIONAL ASSOCIATION
To: WILMINGTON TRUST, NATIONAL ASSOCIATION
Reel/Frame 065227/0287 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Oct 11, 2023
From: CHICAGO BRIDGE & IRON COMPANY
To: CB&I STS DELAWARE LLC
Reel/Frame 065217/0612 →
SECURITY INTEREST Recorded Jun 30, 2020
From: CHICAGO BRIDGE & IRON COMPANY; CHICAGO BRIDGE & IRON COMPANY (DELAWARE); SPARTEC, INC.; J. RAY MCDERMOTT, S.A.; MCDERMOTT, INC.; MCDERMOTT TECHNOLOGY, LLC
To: WILMINGTON TRUST, NATIONAL ASSOCIATION, AS COLLATERAL AGENT
Reel/Frame 053093/0457 →
SECURITY INTEREST Recorded Jan 28, 2020
From: MCDERMOTT, INC.; CB&I GROUP INC.; CHICAGO BRIDGE & IRON COMPANY; CHICAGO BRIDGE & IRON COMPANY (DELAWARE); SPARTEC, INC.; J. RAY MCDERMOTT, S.A.; MCDERMOTT INTERNATIONAL, INC.
To: CREDIT AGRICOLE CORPORATE AND INVESTMENT BANK, AS COLLATERAL AGENT
Reel/Frame 051720/0469 →
SECURITY INTEREST Recorded Oct 21, 2019
From: MCDERMOTT, INC.; CB&I GROUP, INC.; CHICAGO BRIDGE & IRON COMPANY; CHICAGO BRIDGE & IRON COMPANY, AN ILLINOIS CORPORATION; SPARTEC, INC.; J. RAY MCDERMOTT, S.A.; MCDERMOTT INTERNATIONAL, INC.
To: CREDIT AGRICOLE CORPORATE AND INVESTMENT BANK, AS COLLATERAL AGENT
Reel/Frame 050783/0909 →