Pile driving methods and systems for driving a pile

Patent metadata

Field	Value
Publication number	US-12123159-B2
Application number	US-202017424279-A
Country	US
Kind code	B2
Filing date	Jan 21, 2020
Priority date	Jan 21, 2019
Publication date	Oct 22, 2024
Grant date	Oct 22, 2024

Abstract

A pile driving method for driving a pile, e.g. a hollow and open ended pile, e.g. a large diameter pile having an outer diameter of at least 5 meters, e.g. a monopile of an offshore wind turbine, into the soil, e.g. into the seabed. Use is made of a pile driving system which comprises a drive head member that is configured to engage the pile, and a solid mass drop weight assembly comprising a support structure and comprising solid drop weight elements supported by said support structure, preferably solid steel drop weight elements being composed of steel elements, e.g. stackable steel elements, which drop weight elements have a total mass of at least 100 tonnes, e.g. more than 500 tonnes. e.g. more than 1000 tonnes, e.g. more than 2000 tonnes, which drop weight assembly is vertically mobile relative to, e.g. above, the drive head member. Further use is made of a lift system that is configured to bring the drop weight assembly into an initial height position relative to the drive head, and a quick release system adapted to effect quick release of the lift system.

First claim

The invention claimed is:

1. A pile driving method for driving a large diameter pile having an outer diameter of at least 5 meters into the seabed,
wherein use is made of a pile driving system comprising:
a drive head member arranged on a top end of the pile;
a weight, having a total mass of more than 500 tonnes, and being vertically mobile above the drive head member;
a lift system arranged between the drive head member and the weight, the lift system being configured to bring the weight into an initial height position relative to the drive head member;
a quick release system adapted to effect quick release of the lift system, so that the weight falls down from said initial height position; and
an energy transfer assembly configured for transfer of energy from the falling weight to the drive head member,
wherein, for driving the pile into the seabed, the weight is adjusted to set a desired total mass of the weight,
the method comprising a repeated cycle, comprising the steps of:
lifting the weight with the lift system into a desired initial height position;
operating the quick release mechanism to effect quick release of the lift system, so that the weight falls down from said desired initial height position towards the drive head member; and
transferring energy from the falling weight by said energy transfer assembly to the drive head member and thereby to the top end of the pile, so that the pile is driven deeper into the seabed,
wherein the energy transfer assembly comprises multiple spring devices, that are effective between the weight and the drive head member,
wherein the energy transfer assembly further comprises multiple liquid damper devices, and
wherein the multiple spring devices and the multiple liquid damper devices are arranged in a circular array on the drive head member or on the weight.

2. The pile driving method according to claim 1 , wherein the lift system comprises multiple hydraulic lift cylinders, and wherein the quick release system comprises one or more quick release valves that are opened to allow rapid discharge of hydraulic liquid from the lift cylinders.

3. The pile driving method according to claim 1 , wherein the liquid damper devices and/or the spring devices are cooled by seawater being circulated through or along external wall portions of the liquid damper devices and/or the spring devices and/or by cooling seawater being sprayed on external wall portions of the one or more damper devices and/or the spring devices.

4. The pile driving method according to claim 3 , wherein the spring devices and damper devices of the energy transfer assembly form multiple integrated spring and damper devices.

5. The pile driving method according to claim 1 , wherein each liquid damper device comprises a liquid filled variable volume chamber and an associated liquid flow resistance through which at least a part of a liquid is forced upon compression of the liquid filled variable volume chamber as the weight falls.

6. The pile driving method according to claim 1 , wherein the multiple spring devices are embodied as gas spring devices, wherein each spring device comprises a compressible gas filled variable volume chamber that is reduced in volume as the weight falls.

7. The pile driving method according to claim 1 , wherein the liquid of the multiple liquid damper devices is circulated through a heat exchanger system so as to cool said liquid, the heat exchanger system being fed with seawater for cooling the circulated damper liquid.

8. The pile driving method according to claim 1 , wherein the weight is a solid mass drop weight assembly comprising a support structure and comprising solid drop weight elements supported by said support structure, the drop weight elements having a total mass of more than 500 tonnes, and wherein, for driving the pile into the seabed, the drop weight elements are loaded onto the support structure to set a desired total mass of the drop weight assembly.

9. The pile driving method according to claim 8 , wherein the drive head member is provided with vertical guide members, and wherein the drop weight is composed of stackable steel elements stacked on the support structure between the vertical guide members.

10. The pile driving method according to claim 1 , wherein the weight is a liquid filled drop tank filled with more than 500 m3 of a liquid therein, and wherein, for driving the pile into the seabed, the liquid filled drop tank is at least partially filled with said liquid to set a desired total mass of the liquid filled drop tank.

11. The pile driving method according to claim 10 , wherein the liquid that has been filled into the drop tank is seawater.

12. A pile driving method for driving a large diameter pile having an outer diameter of at least 5 meters into the seabed,
wherein use is made of a pile driving system comprising:
a drive head member arranged on a top end of the pile;
a weight, having a total mass of more than 500 tonnes, and being vertically mobile above the drive head member;
a lift system arranged between the drive head member and the weight, the lift system being configured to bring the weight into an initial height position relative to the drive head member;
a quick release system adapted to effect quick release of the lift system, so that the weight falls down from said initial height position; and
an energy transfer assembly configured for transfer of energy from the falling weight to the drive head member,
wherein, for driving the pile into the seabed, the weight is adjusted to set a desired total mass of the weight,
the method comprising a repeated cycle, comprising the steps of:
lifting the weight with the lift system into a desired initial height position;
operating the quick release mechanism to effect quick release of the lift system, so that the weight falls down from said desired initial height position towards the drive head member; and
transferring energy from the falling weight by said energy transfer assembly to the drive head member and thereby to the top end of the pile, so that the pile is driven deeper into the seabed,
wherein the energy transfer assembly comprises multiple spring devices, that are effective between the weight and the drive head member,
wherein the multiple spring devices are arranged in a circular array on the drive head member or on the weight, and
wherein the lift system comprises multiple hydraulic lift cylinders, and wherein a hydraulic liquid of the multiple lift cylinders is circulated through a heat exchanger system so as to cool the hydraulic liquid, said heat exchanger system being fed with seawater for cooling the circulated hydraulic liquid.

13. The pile driving method according to claim 12 , wherein the hydraulic liquid of the multiple liquid damper devices is circulated through a heat exchanger system so as to cool said hydraulic liquid, the heat exchanger system being fed with seawater for cooling the circulated hydraulic liquid.

14. The pile driving method according to claim 12 , wherein the weight is a solid mass drop weight assembly comprising a support structure and comprising solid drop weight elements supported by said support structure, the drop weight elements having a total mass of more than 500 tonnes, and wherein, for driving the pile into the seabed, the drop weight elements are loaded onto the support structure to set a desired total mass of the drop weight assembly.

15. The pile driving method according to claim 14 , wherein the drive head member is provided with vertical guide members, and wherein the drop weight is composed of stackable steel elements stacked o

Assignees

• Itrec Bv

Inventors

• Romeijn Eric

Classifications

• E02D2200/1685

  cylindrical · CPC title

• E02D27/525

  using elements penetrating the underwater ground (sinking work pieces E02D15/08, sinking caissons E02D23/02) · CPC title

• E02D27/425

  specially adapted for wind motors masts (wind motors per se F03D1/00) · CPC title

• E02D13/04

  Guide devices; Guide frames {(as parts of the driver scaffold E02D7/16)} · CPC title

• E02D13/00

  Accessories for placing or removing piles or bulkheads {, e.g. noise attenuating chambers} · CPC title