Method and an apparatus for attenuating pressure pulses

1. A method for attenuating water pressure pulses generated during sea piling when a percussion mechanism is used, the sea piling comprising a stage of driving at least one pile into an earth formation at the bottom of a sea or lake by means of the percussion mechanism, the pile having an axial extension defining a longitudinal axis and having an outer periphery, a part of the axial extension being submerged under sea or lake water along an entirety of said part of the axial extension, the method comprising the steps of:

surrounding the pile, along at least a section of said submerged part of the axial extension with a tubular outer sleeve, the outer sleeve having an inner periphery and extending in an axial direction of the pile; and

using a gas introduction system to provide, at least partially along said section of said submerged part of the axial extension, one gas-filled space or a plurality of gas-filled spaces between the inner periphery of the outer sleeve and the outer periphery of the pile;

wherein the step of using a gas introduction system to provide one gas-filled space or a plurality of gas-filled spaces comprises pushing water present between the inner periphery of the outer sleeve and the outer periphery of the pile out through an outlet in the outer sleeve.

2. The method according to claim 1 , wherein the step of surrounding the pile with a tubular outer sleeve comprises surrounding the pile, along substantially said submerged part of the axial extension, with the tubular outer sleeve.

3. The method according to claim 2 , wherein the step of using a gas introduction system to provide one gas-filled space or a plurality of gas-filled spaces comprises providing, along substantially said submerged part of the axial extension, one gas-filled space or a plurality of gas-filled spaces between the inner periphery of the outer sleeve and the outer periphery of the pile.

4. The method according to claim 1 , wherein the step of using a gas introduction system to provide one gas-filled space or a plurality of gas-filled spaces comprises providing, along substantially said section of said submerged part of the axial extension, one gas-filled space or a plurality of gas-filled spaces between the inner periphery of the outer sleeve and the outer periphery of the pile.

5. The method according to claim 1 , wherein the step of using a gas introduction system to provide one gas-filled space or a plurality of gas-filled spaces comprises providing one gas-filled space between the inner periphery of the outer sleeve and the outer periphery of the pile.

6. The method according to claim 1 , wherein the step of using a gas introduction system to provide one gas-filled space or a plurality of gas-filled spaces comprises introducing gas, or a gas mixture, into one space or a plurality of spaces between the inner periphery of the outer sleeve and the outer periphery of the pile.

7. The method according to claim 1 , further comprising the step of surrounding the pile, along at least said section of said submerged part of the axial extension, with the outer sleeve such that the pile is axially movable in relation to the outer sleeve.

8. A method for attenuating water pressure pulses generated during sea piling when a percussion mechanism is used, the sea piling comprising a stage of driving at least one pile into an earth formation at the bottom of a sea or lake by means of the percussion mechanism, the pile having an axial extension defining a longitudinal axis and having an outer periphery, a part of the axial extension being submerged under sea or lake water along an entirety of said part of the axial extension, the method comprising the steps of:

surrounding the pile, along at least a section of said submerged part of the axial extension with a tubular outer sleeve, the outer sleeve having an inner periphery and extending in an axial direction of the pile; and

using a gas introduction system to provide, at least partially along said section of said submerged part of the axial extension, one gas-filled space or a plurality of gas-filled spaces between the inner periphery of the outer sleeve and the outer periphery of the pile;

wherein the step of using a gas introduction system to provide one gas-filled space or a plurality of gas-filled spaces comprises introducing gas, or a gas mixture, into one space or a plurality of spaces between the inner periphery of the outer sleeve and the outer periphery of the pile, and wherein the method further comprises the step of extracting water from said space or said plurality of spaces.

9. The method according to claim 8 , further comprising the steps of detecting whether said space or said plurality of spaces is/are gas-filled, and controlling the introduction of gas, or a gas mixture, and/or the extraction of water based at least partially on the detection of whether said space or said plurality of spaces is/are gas-filled.

10. An apparatus for attenuation of water pressure pulses generated during sea piling when using a percussion mechanism for driving at least one pile into an earth formation at the bottom of a sea or lake, the pile having an axial extension defining a longitudinal axis and having an outer periphery, a part of the axial extension being submerged under sea or lake water along an entirety of said part of the axial extension, the apparatus comprising:

a tubular outer sleeve having an inner periphery, the outer sleeve being configured to surround the pile along at least a section of said submerged part of the axial extension while extending in an axial direction of the pile;

a gas introduction system providing, at least partially along said section of said submerged part of the axial extension, one gas-filled space or a plurality of gas-filled spaces between the inner periphery of the outer sleeve and the outer periphery of the pile; and

a water extraction system extracting water from one space or a plurality of spaces between the inner periphery of the outer sleeve and the outer periphery of the pile.

11. The apparatus according to claim 10 , wherein along substantially said submerged part of the axial extension the outer sleeve is arranged to surround the pile.

12. The apparatus according to claim 11 , wherein along substantially said submerged part of the axial extension, said gas introduction system is arranged to provide one gas-filled space or a plurality of gas-filled spaces between the inner periphery of the outer sleeve and the outer periphery of the pile.

13. The apparatus according to claim 10 , wherein said gas introduction system comprises a gas compressor for introducing gas, or a gas mixture, into one space or a plurality of spaces between the inner periphery of the outer sleeve and the outer periphery of the pile.

14. The apparatus according to claim 10 , wherein the water extraction system comprises a water pump.

15. The apparatus according to claim 14 , wherein the outer sleeve has an outer periphery, wherein the water extraction system comprises a tubular second outer sleeve having an inner periphery, wherein partially along said section of said submerged part of the axial extension the second outer sleeve surrounds the outer sleeve, wherein a room is formed between the outer periphery of the outer sleeve and the inner periphery of the second outer sleeve, the room and the space or the plurality of spaces being in communication with one another, and wherein the water pump is arranged to extract water from the room in order to extract water from the space or the plurality of spaces.

16. The apparatus according to claim 10 , wherein the apparatus comprises at least one detector for detecting whether said space or said plurality of spaces is/are gas-filled, and a control unit arranged to control the gas introduction system and/or the water extraction system based at least partially on the detection of the at least one detector, for controlling the introduction of gas, or a gas mixture, and/or the extraction of water.

17. The apparatus according to claim 10 , wherein the apparatus comprises vibration isolating supports between the inner periphery of the outer sleeve and the outer periphery of the pile to prevent the outer sleeve from directly abutting against the pile.

18. The apparatus according to claim 10 , wherein along at least a section of said part of the axial extension of the pile the outer sleeve is arranged to surround the pile such that the pile is axially movable in relation to the outer sleeve.

19. A sea piling system comprising:

a percussion mechanism for driving at least one pile into an earth formation at the bottom of a sea or lake, the pile having an axial extension defining a longitudinal axis and having an outer periphery, a part of the axial extension of the pile being submerged under sea or lake water along an entirety of said part of the axial extension, and

at least one apparatus having

a tubular outer sleeve having an inner periphery, the outer sleeve being configured to surround the pile along at least a section of said submerged part of the axial extension while extending in an axial direction of the pile, and

a gas compressor to introduce a gas between the inner periphery of the outer sleeve and the outer periphery of the pile for providing, at least partially along said section of said submerged part of the axial extension, one gas-filled space or a plurality of gas-filled spaces between the inner periphery of the outer sleeve and the outer periphery of the pile; and

a water extraction system to extract water from one space or a plurality of spaces between the inner periphery of the outer sleeve and the outer periphery of the pile.