Slipformed concrete tower

Patent metadata

Field	Value
Publication number	US-9388598-B2
Application number	US-201314426192-A
Country	US
Kind code	B2
Filing date	Sep 16, 2013
Priority date	Nov 21, 2012
Publication date	Jul 12, 2016
Grant date	Jul 12, 2016

Abstract

An assembly and method of constructing a concrete tower is provided. The method includes steps of erecting a central pillar, mounting a platform on the central pillar, setting a slipform defining a portion of the concrete tower, pouring liquid concrete from the platform into the slipform, and leaving the liquid concrete to solidify in the slipform. The slipforming repeats to form further portions of the concrete tower. Each of the further portions of the concrete tower is formed on top of a preceding one of the portions of the concrete tower. The assembly includes a central pillar, at least one slipform and a platform mountable on the central pillar and comprising means for pouring liquid concrete into the at least one slipform.

First claim

The invention claimed is:

1. A method of constructing a concrete tower, the method comprising:
a) erecting a central pillar;
b) mounting a platform on the central pillar;
c) setting a slipform defining a portion of the concrete tower;
d) pouring liquid concrete from the platform into the slipform;
e) leaving the liquid concrete to solidify in the slipform;
f) repeating steps c) through e) to form further portions of the concrete tower, wherein each of the further portions of the concrete tower is formed on top of at least a preceding one of the portions of the concrete tower; and
increasing a height of the central pillar before repeating steps c) through e) by adding a pillar portion to the central pillar using a crane mounted on the platform for lifting the pillar portion to a top end of the central pillar;
wherein the liquid concrete is poured into the slipform by one or more concrete feeding pipes connected to at least one of a concrete reservoir and a means for preparing liquid concrete;
wherein the one or more concrete feeding pipes are connected to the central pillar, and extend from the central pillar to the slipform.

2. The method of claim 1 , further comprising a step of raising the platform on the central pillar.

3. The method of claim 1 , wherein the central pillar is arranged in a centre of the concrete tower.

4. The method of claim 1 , further comprising leaving the central pillar in the finished concrete tower to form part of the concrete tower.

5. The method of claim 1 , further comprising reducing a diameter and/or a wall thickness of the further portions as a height of the concrete tower in construction increases.

6. The method of claim 1 , wherein each portion of the concrete tower extends along a part of a perimeter of the concrete tower.

7. The method of claim 1 , wherein the method is utilized for constructing a tower of a wind turbine including a nacelle arranged on the tower and a wind rotor connected to the nacelle.

8. The method of claim 1 , wherein the platform is rotatable about the central pillar.

9. An assembly for constructing a concrete tower, the assembly comprising:
a central pillar;
at least one slipform defining a portion of the concrete tower;
a platform mountable on the central pillar and comprising a means for pouring liquid concrete into the at least one slipform; and
a crane mounted on the platform to lift an additional pillar portion to a top end of the central pillar;
wherein the liquid concrete is poured into the slipform by one or more concrete feeding pipes connected to at least one of a concrete reservoir and a means for preparing liquid concrete;
wherein the one or more concrete feeding pipes are connected to the central pillar, and extend from the central pillar to the slipform.

10. The assembly of claim 9 , wherein the platform is movable along the central pillar in a vertical direction.

11. The assembly of claim 9 , wherein the central pillar is adapted to extend vertically.

12. The assembly of claim 9 , further comprising one or more pillar portions mountable on the central pillar or on another one of the pillar portions.

13. The assembly of claim 9 , wherein the platform is rotatable about the central pillar.

Assignees

• Siemens Ag

Inventors

• Stiesdal Henrik

Classifications

• E04G21/0445

  with booms · CPC title

• E04G11/22

  Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising {and which are not anchored in the hardened concrete}; Arrangements of lifting means therefor · CPC title

• E04H12/12

  of concrete or other stone-like material, with or without internal or external reinforcements, e.g. with metal coverings, with permanent form elements · CPC title

• B66C23/207

  with supporting couples provided by wind turbines · CPC title

• F03D13/10

  Assembly of wind motors; Arrangements for erecting wind motors · CPC title