Granted Patent B2

US 12,292,029 · App. 18/015,595 · Granted May 6, 2025

Inventors: Pascal Meyer (Burnt Hills, NY); Biao Fang (Clifton Park, NY); Norman Arnold Turnquist (Carlisle, NY); Xiaopeng Li (Niskayuna, NY); Gregory Edward Cooper (Greenfield Center, NY); Christopher James Kenny (Schoharie, NY)

Assignee: GE Vernova Infrastructure Technology LLC

F03D13/201E04H12/085F05B2240/912

Abstract

Claims (27)

1. A tower structure, comprising:

a lower tower section formed of concrete;

an upper tower section formed of steel;

a transition system connecting the upper tower section to the lower tower section, the transition system comprising:

a concrete component having a tubular wall with a base portion fixed on the lower tower section and a head portion connected to the upper tower section;

the head portion extending radially outward beyond the upper tower section; a plurality of first tensioning tendons extending longitudinally at least partially through the tubular wall;

the first tensioning tendons anchored to the concrete component at a top face of the head portion at locations radially outward of the upper tower section; and

the head portion extending radially inward from the base portion.

2. The tower structure of claim 1 , wherein the head portion of the concrete component extends radially outward beyond the base portion, the first tensioning tendons extending longitudinally through the head portion and extending radially outward of the base portion and the lower tower section.

3. The tower structure of claim 2 , further comprising a first angled face extending between the head portion and the base portion, the first tensioning tendons extending through the first angled face to the top face of the head portion.

4. The tower structure of claim 1 , further comprising connecting bolts embedded in the concrete component and extending from the top face of the head portion, the upper tower section bolted to the concrete component via the connecting bolts.

5. The tower structure of claim 4 , wherein the connecting bolts are radially inward of a circumferential wall of the upper tower section.

6. The tower structure of claim 4 , further comprising a steel member between the top face of the head portion and the upper tower section, the first tensioning tendons extending through the steel member.

7. The tower structure of claim 6 , wherein the steel member comprises a ring member fixed to the top face of the head portion.

8. The tower structure of claim 6 , wherein the steel member comprises a cylindrical member with a foot flange against the top face of the head portion and an opposite top flange, the first tensioning tendons extending through the foot flange and the upper tower section bolted to the top flange.

9. The tower structure of claim 1 , further comprising a plurality of second tensioning tendons running longitudinally at least partially through the tubular wall and anchored to the concrete component at the top face of the head portion at locations radially inward of the first tensioning tendons.

10. The tower structure of claim 9 , wherein the anchor locations of the second tensioning tendons at the top face of the head portion are radially inward from a tubular wall of the lower tower section such that the second tensioning tendons extend within the lower tower section.

11. The tower structure of claim 10 , further comprising a second angled face extending between the head portion and the base portion, the second tensioning tendons extending through the second angled face to the top face of the head portion.

12. The tower structure of claim 9 , wherein the head portion and the base portion extend radially outward and radially inward from the lower tower section, and further comprising a plurality of channels defined in an outer wall of the concrete component through which the first tensioning tendons run and a plurality of channels defined in an inner wall of the concrete component through which the second tensioning tendons run.

13. The tower structure of claim 12 , wherein the channels are open along a longitudinal length thereof.

14. The tower structure of claim 12 , further comprising a steel member between the top face of the head portion and the upper tower section, the first tensioning tendons and the second tensioning tendons extending through holes in the steel member and anchored to the concrete component at the top face of the head portion.

15. The tower structure of claim 12 , wherein the concrete component comprises one of a constant diameter or tapered diameter longitudinal cross-sectional profile.

16. The tower structure of claim 1 , wherein the head portion of the concrete component extends radially outward beyond the base portion, the concrete component comprising an outer angled face extending between the base portion and the head portion and an opposite inner angled face extending between the head portion and the base portion, the first tensioning tendons extending longitudinally through the head portion and the outer angled face radially outward of the base portion and the lower tower section, and further comprising a plurality of second tensioning tendons extending longitudinally through the head portion and the inner angled face radially inward of the base portion and within the lower tower section.

17. The tower structure of claim 16 , wherein the base portion of the concrete component comprises a cylindrical cross-section along a longitudinal length thereof.

18. The tower structure of claim 1 , wherein one or both of the lower tower section and the concrete component are a 3-D printed concrete structure.

19. The tower structure of claim 1 , wherein the tower structure is a wind turbine tower.

20. A wind turbine, comprising the tower structure of claim 1 .

Assignments (3)

Continuity (1)

References Cited (22)