Tank for storing energy in the form of pressurized gas, made of ultra-high performance fibre reinforced concrete

Patent metadata

Field	Value
Publication number	US-12055269-B2
Application number	US-202017633224-A
Country	US
Kind code	B2
Filing date	Oct 12, 2020
Priority date	Oct 24, 2019
Publication date	Aug 6, 2024
Grant date	Aug 6, 2024

Abstract

The present invention is a tank for storing pressurized gas. The tank comprises at least one tubular element (1) having a wall comprising a layer of prestressed concrete (6), at least one circumferential mechanical reinforcing layer (8), at least one axial mechanical reinforcing layer (7) and a sealing layer (5). The concrete from which the layer of prestressed concrete is made is chosen from ultra high performance fiber-reinforced concretes.

First claim

The invention claimed is:

1. A tank for storing a pressurized gas, the tank comprising:
at least one tubular element having a wall having a layer of prestressed concrete, at least one circumferential mechanical reinforcing layer and a sealing layer, with the concrete that makes up the layer of prestressed concrete being chosen from ultra-high performance fiber-reinforced concretes;
a base closing the at least one tubular element at one end of the at least one tubular element; and
a cover closing the at least one tubular element at another end of the at least one tubular element opposite the one end,
wherein the concrete of the layer of prestressed concrete is chosen from ultra-high performance fiber-reinforced concretes meeting at least one of:
the prestressed concrete has fines of different sizes, the maximum size of the fines being less than 7 mm, and the content of fines having a grain size d50<5 μm being at least greater than 50 kg/m 3 of concrete;
a content of cement of between 700 and 1000 kg/m 3 of concrete;
a water/cement mass ratio of between 0.15 and 0.25;
a content of solid additives between 10 and 35 kg/m 3 of concrete; and
a content of fibers of between 2% and 10% by volume.

2. The tank as claimed in claim 1 , wherein the concrete of the layer of prestressed concrete is chosen from ultra-high performance fiber-reinforced concretes defined by the standard NF P18-470.

3. The tank as claimed in claim 2 , wherein the concrete of the layer of prestressed concrete is chosen from ultra-high performance fiber-reinforced concretes defined by the standard NF P18-470 having metal fibers made of steel and exhibiting a standardized compressive strength greater than 150 MPa.

4. The tank as claimed in claim 3 , wherein the concrete of the layer of prestressed concrete is chosen from ultra-high performance fiber-reinforced concretes having metal fibers made of steel and exhibiting a tensile behavior defined in accordance with NF P18-470.

5. The tank as claimed in claim 1 , wherein the circumferential mechanical reinforcing layer is made with circumferential metal elements disposed around or in the layer of prestressed concrete with the circumferential metal elements being under tensile prestress.

6. The tank as claimed in claim 5 , wherein the circumferential metal elements are chosen from metal wires, metal bands, metal rings, and metal cables.

7. The tank as claimed in claim 1 , wherein the wall also has a protective layer disposed on the external surface of the layer of prestressed concrete and the circumferential mechanical reinforcing layer is embedded in the protective layer.

8. The tank as claimed in claim 1 , wherein the wall also has at least one axial mechanical reinforcing layer made up of at least one longitudinal metal element disposed in the layer of prestressed concrete, with one or more longitudinal metal elements under tensile prestress.

9. The tank as claimed in claim 8 , wherein the at least one longitudinal metal element is chosen from a metal tube, metal wires, metal cables and metal bands.

10. The tank as claimed in claim 1 , wherein the sealing layer is chosen from a layer of metal, a layer of polymer, an internal sublayer of concrete and an external sublayer of metal or polytetrafluoroethylene.

11. The tank as claimed in claim 1 , wherein at least the layer of prestressed concrete and the circumferential metal reinforcing layer are dimensioned to withstand a pressure at least greater than 100 bar and having an interior volume of at least 1000 m 3 .

12. A system for storing and recovering energy using compressed gas, having at least one means for compressing gas, at least one tank for storing pressurized gas as claimed in claim 1 , and at least one means for expanding the compressed gas to generate energy.

13. A method for storing and recovering energy using compressed gas, comprising steps of:
a) compressing a gas;
b) cooling the compressed gas by exchange of heat in a heat storage means;
c) storing the cooled gas in a tank for storing a pressurized gas as claimed in claim 1 ;
d) warming the cooled compressed gas by restitution of the heat in the heat storage; and
e) warmed compressed gas is expanded to generate energy.

14. The tank as claimed in claim 1 , wherein the at least one tubular element is closed at opposing sides by a base and a cover.

15. The tank as claimed in claim 14 , wherein the at least one tubular element has a cylindrical shape of circular section.

16. The tank as claimed in claim 14 , wherein the tank has a storage volume greater than 1000 m 3 .

17. The tank as claimed in claim 1 , wherein the tank has a storage volume greater than 1000 m 3 .

18. The tank as claimed in claim 14 , wherein the tank has a storage volume between 2000 m 3 and 10,000 m 3 .

19. The tank as claimed in claim 1 , wherein the tank has a storage volume between 2000 m 3 and 10,000 m 3 .

Assignees

• Ifp Energies Now

Inventors

• Esnault Vivien

Classifications

• F17C2260/011

  Improving strength · CPC title

• F17C2223/0123

  gaseous, e.g. CNG, GNC · CPC title

• F17C2203/0678

  Concrete · CPC title

• F17C2203/0656

  in form of filaments · CPC title

• F17C2203/0639

  Steels · CPC title