IES87317Y1 - Hydraulic down-the-hole hammer and subsea pile - Google Patents

Abstract

The present invention relates to a hydraulic down-the-hole hammer. The hammer comprises an elongate shaft and a piston having a central bore therethrough, the piston slidably mounted for reciprocal movement on the shaft and arranged to impact a percussion bit. Forward and rear drive chambers for the piston are disposed between the piston and the shaft and the forward chamber is separated from the rear chamber by an annular shoulder formed internally of the piston bore. The hammer also comprises a control valve to control reciprocation of the piston, wherein the control valve is arranged within the central bore of the piston. The hammer may be a disposable water hammer in which the piston is an outermost component of the hammer. The invention also relates to a method and system for installing a load-bearing element in a seabed, a method and system for installing a subsea anchor on a seabed, a subsea pile and a subsea anchor.

Description

HYDRAULIC DOWN-THE-HOLE HAMMER AND SUBSEA PILE Field of the Invention The present invention relates to fluid-operated hydraulic down-the-hole hammers, and in particular, to a disposable or single-use hydraulic down-the-hole hammer. The present invention also relates to a subsea pile, and to methods and systems for installing a load-bearing element and a subsea anchor in a seabed.

Background to the Invention Hydraulically powered down-the-hole hammers generally include three principal components — an impact piston to impart percussion energy to a drill bit or tool located at a forward end of the hammer; a shuttle or control valve to control the flow of hydraulic fluid in the hammer, to apply pressure to faces of the impact piston, thereby creating cyclical forces that cause reciprocal motion of the piston; and one or more accumulators to take in, store and deliver back pressurised hydraulic fluid to accommodate the varying instantaneous flow requirements created by the reciprocation of the piston.

A conventional hydraulic down-the-hole hammer 100 is shown in Figure 1. In such conventional hammers, the piston 101 is typically solid and reciprocates within an outer cylinder to impact a bit 109 at a forward end of the hammer. The piston drive chambers 102, 103 are arranged between the piston and an outer cylinder 104, and the control valve 105 and accumulators 106 are positioned at a rear end 107 of the piston. Working fluid is provided to the hammer via pressure line P and returned via return line T. A separate flow of flushing fluid 108 is provided to flush cuttings from the hole. Because of the position of the control valve, the distance dvalve between the control valve and the drive chambers is relatively large. The accumulators 106 are typically upstream of the valve 105 and so the distance daccu between the accumulators and the drive chambers is even greater. The long flow channels between the piston and the valve and accumulators can generate pressure waves that can be harmful to the hammer components. The long flow channels also result in pressure losses. The accumulators do not operate efficiently, since the communication delay between the piston and the accumulators is substantial, due to the distance between them. 2 In a typical water-powered hydraulic hammer, the set-up is similar to that outlined above and shown in Figure 1. However, in the water-powered hammer 200 shown in Figure 2, there is no return line T. Instead, the drive fluid is used for flushing flow 208.

Furthermore, the piston 201 is fully submerged in water and only a small portion of the cross-sectional area of the piston is used to drive the piston. The rest of the cross- sectional area is idling, as it is exposed to water at ambient pressure. This means that the non-driving area of the piston needs to displace a large amount of water during operation of the hammer. This is achieved by having a central bore 210 through the piston so that the forward 211 and rear 207 ends of the piston are in fluid communication with one another. The bore must be sufficiently large to avoid a significant pressure loss, which would negatively affect hammer performance. Pressure losses can also be reduced by minimising the size of the non-driving areas of the piston.

Increasing the size of the central bore and decreasing the size of the non-driving areas of the piston results in a piston with a very small cross-sectional area, which tends to be too lightweight for effective drilling. This is addressed by increasing the length of the piston in order to provide sufficient weight. However, this in turn leads to a hammer that is impractical due to its length, an issue which is exacerbated by the position of the valve to the rear of the piston. Existing water hammers are also complex in design and therefore expensive to produce.

It would be desirable to provide a hydraulic down-the-hole hammer that addresses some of the disadvantages associated with existing arrangements.

Subsea piles may be used to anchor structures used to moor offshore structures such as wind turbines to the seabed. The upper layers of the seabed are often composed of soil or silt and may be weak or unstable. A pile is a load-bearing element that extends through these upper layers to lower, more stable layers of compacted soil and rock, thereby transferring the load from the anchored structure to these lower layers of the seabed.

Existing terrestrial pile installation involves drilling a hole using a hammer, with a casing being pulled down the hole by the hammer as the hole is drilled. Once the hole has reached a target depth, the hammer is removed from the hole, leaving the casing in 3 place. A reinforcing steel bar is dropped down the centre of the casing and the hole is then filled with grout. The casing may be removed before the grout is cured, in which case the grout bonds the reinforcing steel bar to the material of the surrounding terrain.

However, subsea pile installation presents a number of difficulties which mean that such terrestrial installation methods are unsuitable. One common method of fixing subsea anchors to the seabed is using driven piles, where the pile is driven into the seabed by a large underwater hydraulic hammer. Alternatively, a suction pile installation method may be used where a hollow pile is dropped onto the seabed, creating a seal between the bottom of pile and the seabed. Water is then pumped out from the hollow centre of the pile to create a suction effect which pulls the pile further down into the seabed.

Subsea piles as described above may be used to fix a subsea anchor to the seabed. Such subsea anchors may comprise a frame or template which is fixed to the seabed using one or more piles. A wind turbine or other offshore structure can then be moored or otherwise fixed to the subsea anchor.

A method for installation of such subsea pile anchors is disclosed in United States Patent Application Publication No. US 2015/0233079. The method involves placing a frame on the seabed, arranging a seabed drill on the frame and using the drill to drive a pile anchor into the seabed. Grout is then pumped around the pile anchor to bond the pile to the ground. This process may be repeated for several pile anchors to fix the frame to the seabed. A mooring connection on the frame may then be used to moor an offshore structure to the anchor.

There are a number of disadvantages associated with these installation methods. Both driven piles and suction piles are relatively slow to install. For driven piles, the underwater hammer is large, complex and expensive and requires a large support vessel.

The suction method is only suitable where the seabed is soft and sandy, and cannot be used where there are boulders or obstacles. 4 It would be desirable to provide a method and system for installing a pile or load- bearing element in a seabed, for example, for anchoring a structure such as a wind turbine, which overcomes some of the disadvantages associated with existing methods.

Summary of the Invention According to an aspect of the present invention, there is provided a method for installing a load-bearing element, such as a subsea pile, in a seabed, comprising: drilling a hole of a desired depth in the seabed using a hydraulic down-the-hole hammer, wherein the hammer is operated by supplying working fluid to the hammer; while the hammer is disposed or located in the hole, ceasing supply of working fluid to the hammer; supplying grout to the hammer to at least partially fill the hammer and the hole in which the hammer is disposed or located with grout; and allowing the grout to cure such that the hammer and the grout form a load- bearing element in the seabed.

Filling the hammer and/or the hole may comprise partially filling the hammer and/or the hole with grout such that the hammer is bonded to the seabed material in which the hole is formed. In certain embodiments, the hammer and/or the hole may be entirely filled with grout. Grout may be supplied to the hammer until the grout is substantially level with a surface of the seabed.

This method has a number of advantages over existing methods for installation of subsea piles. In particular, the method disclosed herein allows installation to be carried out more quickly. Furthermore, the use of a down-the-hole hammer allows the pile to be installed in a variety of seabed types, even in terrain with little sand or soil and where rock or boulders are present. However, because the hammer itself forms part of the load-bearing element, it is required to be single-use only and can therefore be made more cheaply than a typical hammer used to drive piles into the seabed.

The hammer used to perform the method may be a disposable, single-use or sacrificial hammer in which the working fluid is water. In one embodiment, the disposable or sacrificial hammer does not include an outer wear sleeve. Rather, the piston is the outermost component of the hammer.

In an embodiment, a drill rig is connected to the hammer and the hammer and drill rig are lowered to the seabed prior to drilling the hole. The drill rig may be operated to provide rotation and feed force to the hammer during drilling of the hole. After the hole has been filled with grout, the drill rig may be disconnected from the hammer and brought to a surface of the sea. In some embodiments, a drill pipe may be provided between the drill rig and the hammer, and the drill pipe is grouted into the drilled hole with the hammer so that the hammer, drill pipe and grout together form a load-bearing element or subsea pile.

According to another aspect of the invention, there is provided a system for installing a load-bearing element in a seabed, comprising: a hydraulic down-the-hole hammer; a supply of working fluid, wherein the hammer is connectable to the supply of working fluid for drilling a hole of a desired depth in the seabed; a supply of grout, wherein the hammer is connectable to the supply of grout while disposed or located in the hole to allow the hammer and the hole to be filled with grout.

The system may comprise a drill rig configured to provide rotation and feed force to the hammer during drilling of the hole, wherein the drill rig is connected to the hammer and lowered to the seabed with the hammer prior to drilling the hole.

The system may further comprise at least one drill rod or pipe connected between the drill rig and the hammer. The drill pipe may be sacrificial, and may be grouted into the hole with the hammer so that the hammer, drill pipe and grout together form a load- bearing element or subsea pile.

The supply of working fluid and the supply of grout may be provided at a sea surface level above the seabed and the system may further comprise an umbilical, wherein the hammer is connectable to the supply of working fluid and the supply of grout through 6 the umbilical. In an embodiment, a working fluid pump is configured to provide the supply of working fluid to the hammer and a grout pump is configured to provide the supply of grout to the hammer. The pumps may be provided on a vessel or rig disposed at or near the sea surface. The umbilical may comprise one or more cables or hoses arranged to connect the hammer and or the drill rig with surface utilities, such as the working fluid pump and the grout pump. The umbilical may comprise a single channel selectively connectable to the supply of working fluid and the supply of grout.

Alternatively, the umbilical may comprise a first channel connectable to the supply of working fluid to supply working fluid to the hammer and a second channel connectable to the supply of grout to supply grout to the hammer.

The hammer may have a central bore through which grout is supplied to the hammer and to the hole. The drill pipe may also have a central bore through which the working fluid and grout, respectively, are supplied to the hammer. The working fluid of the hammer may be water. A piston of the hammer may be the outermost component of the hammer. Preferably, the hammer is a disposable or sacrificial water hammer.

In an embodiment, the percussion bit has a larger diameter than the piston, such that a diameter of the drilled hole is greater than a diameter of the piston and there exists an annular cavity between the piston and a wall of the drilled hole.

In an embodiment, a diameter of the percussion bit may be less than or equal to 300 mm. The resulting load-bearing element may be referred to as a micro-pile, which may be preferred over larger piles as they are smaller, lighter, cheaper, easier to install, and produce less noise and vibration.

According to an aspect of the present invention, there is provided a subsea pile, comprising: a hydraulic down-the-hole hammer, disposed or located in a hole in the seabed; and cured grout arranged within the hammer and between the hammer and a wall of the hole such that the hammer is bonded to the material of the seabed by the grout. 7 The hammer of the subsea pile may be a disposable, single-use or sacrificial hammer in which the working fluid is water. In one embodiment, the disposable or sacrificial hammer does not include an outer wear sleeve. Rather, the piston may be the outermost component of the hammer.

The subsea pile may further comprise at least one drill rod or pipe connected to the hammer and disposed in the hole in the seabed, wherein the cured grout is further arranged within the drill rod or pipe and between the drill rod or pipe and the wall of the hole such that the drill rode or pipe is also bonded to the material of the seabed by the grout.

In an embodiment, the subsea pile may be a subsea micro-pile having a diameter less than or equal to 300 mm.

The subsea pile may comprise a column of grout into which a hydraulic down-the-hole hammer, and optionally, a drill pipe, is embedded.

According to an aspect of the present invention, there is provided a method for installing a subsea anchor on a seabed, comprising: connecting a drill rig and one or more down-the-hole hydraulic hammers to an anchor frame, wherein the drill rig is configured to provide a rotation and feed force to each of the one or more hammers; lowering the anchor frame to the seabed; supplying working fluid to the or each hammer, such that the or each hammer drills a hole of a desired depth in the seabed; while the or each hammer is located in its respective hole, ceasing supply of working fluid to the or each hammer and supplying grout to the or each hammer to fill the hammer and the hole in which the hammer is located with grout; allowing the grout to cure such that the or each hammer is bonded to the material of the seabed by grout; and disconnecting the drill rig from the anchor frame. 8 The or each hammer used to perform the method may be a disposable, single-use or sacrificial hammer in which the working fluid is water. In one embodiment, the or each disposable or sacrificial hammer does not include an outer wear sleeve. Rather, the piston may be the outermost component of the hammer.

This method has a number of advantages over existing methods for installation of subsea anchors. In particular, because the piles that fix the anchor to the seabed are formed using disposable or sacrificial down-the-hole hammers that are grouted into the holes, there is no requirement for a separate hydraulic hammer to perform the drill.

These single-use hammers can be made more cheaply than a typical hammer used to drive piles into the seabed.

Preferably, the drill rig provides a separate rotation and feed force to the or each hammer. This allows each hole in the seabed to be drilled simultaneously.

A mooring line may be coupled to the anchor frame to moor an offshore structure such as a wind turbine to the seabed.

According to an aspect of the present invention, there is provided a system for installing a subsea anchor on a seabed, comprising: an anchor frame; a drill rig and one or more down-the-hole hydraulic hammers connectable to the anchor frame, wherein the drill rig is configured to provide a rotation and feed force to each of the one or more hammers; a supply of working fluid, wherein the or each hammer is connectable to the supply of working fluid for drilling a hole of a desired depth in the seabed; a supply of grout, wherein the or each hammer is connectable to the supply of grout while located in its respective hole to allow the hammer and the hole to be filled with grout.

Preferably, the drill rig comprises a separate feed and rotation system for each of the " more hammers. 9 The supply of working fluid and the supply of grout may be provided at a sea surface level above the seabed, and the system may further comprise: an umbilical, wherein the or each hammer is connectable to the supply of working fluid and the supply of grout through the umbilical.

The working fluid of the or each hammer may be water. The or each hammer may be a disposable or sacrificial hammer. A piston of the or each hammer may be the outermost component of the hammer. The percussion bit of the or each hammer may have a larger diameter than the piston, such that a diameter of the or each drilled hole is greater than a diameter of the respective piston and there exists an annular cavity between the or each piston and a wall of the respective drilled hole.

The anchor frame may comprise connection means for connection to the one or more hammers. In an embodiment, the connection means may comprise one or more connectors, wherein a connector is provided for connection to the or each hammer.

Each connector may comprise a mounting sleeve or boss.

The system may further comprise at least one drill rod or pipe connected between the drill rig and the or each hammer. The drill pipe may also be sacrificial, and may be grouted into the or each hole with the corresponding hammer so that each hammer, drill pipe and grout together form a load-bearing element or subsea pile connected to the anchor frame to anchor it to the seabed.

According to an aspect of the present invention, there is provided a subsea anchor, comprising: an anchor frame, disposed on the seabed; and one or more hydraulic down-the-hole hammers connected to the anchor frame, the or each hammer located in a respective hole in the seabed; and cured grout arranged within the or each hammer and between the hammer and a wall of the respective hole such that the or each hammer is bonded to the material of the seabed by the grout.

The or each hammer of the subsea anchor may be a disposable, single-use or sacrificial hammer in which the working fluid is water. In one embodiment, the or each disposable or sacrificial hammer does not include an outer wear sleeve. Rather, the piston may be the outermost component of the hammer.

The subsea anchor may further comprise at least one drill rod or pipe connected to the or each hammer and disposed in the corresponding hole in the seabed, wherein the cured grout is further arranged within the or each drill rod or pipe and between the or each drill rod or pipe and the wall of the corresponding hole such that the drill rod or pipe is also bonded to the material of the seabed by the grout.

Brief Description of the Drawings Figure l is a schematic representation of a conventional hydraulic down-the-hole hammer; Figure 2 is a schematic representation of a conventional down-the-hole water hammer; Figure 3 is a schematic representation of a hydraulic down-the-hole hammer according to an embodiment of the present invention; Figure 4 is a schematic representation of a water hammer according to an embodiment of the present invention; Figure 5 is a schematic representation of a disposable water hammer according to an embodiment of the present invention; Figure 6a is a perspective view of a coupling element and a bit of a hammer according to the present invention; Figure 6b is a cross-sectional view of the coupling element and bit of Figure 6a, in which the coupling element is assembled to a piston and shaft of the hammer; Figure 6c is a cross-sectional view of the assembly of Figure 6b, in which the bit is coupled to the coupling element; Figure 7a is a cross-sectional view of a disposable water hammer according to an embodiment of the present invention; Figure 7b is a detail view of a portion of the hammer of Figure 7a; Figures 8a to 8d depict different stages of the hammer cycle of the hammer of Figures 7a and 7b; 11 Figure 9 is a cross-sectional view of an assembly comprising a disposable water hammer connected to a drill rig and drill pipe; suitable for use in a system for installing a subsea pile; Figure 10 is a cross-sectional view of a system for installing a subsea pile including the assembly of Figure 9; during drilling of a hole in the seabed; Figure 11 is a cross-sectional view of the system of Figure 10; after drilling of the hole in the seabed; Figure 12 is a cross-sectional view of a subsea pile; comprising the hammer and drill pipe of Figure 9; Figure 13 is a perspective view of an assembly for use in a system for installing a subsea anchor on a seabed according to an aspect of the invention; Figure 14 is a perspective view of the assembly of Figure 13; after deployment of the hammers; Figure 15 is a side elevation view of the assembly as shown in Figure 14; Figure 16 is a perspective view of the subsea anchor installed on the seabed; and Figure 17 is a side elevation view of the subsea anchor of Figure 16.

Detailed Description of the Drawings A hydraulic down-the-hole hammer 300 according to an embodiment of the present invention is illustrated in Figure 3. The hammer comprises an elongate shaft 312 formed with a central bore 314. A piston 301 also has a central bore 310 therethrough.

The shaft is received within the piston bore such that the piston is slidably mounted for reciprocal movement on the shaft 312 and arranged to impact an annular shoulder 315 at a rear end 316 of a percussion bit 309. The piston 301 is housed within an outer wear sleeve 317; and the percussion bit 309 is arranged at a forward end 318 of the wear sleeve.

Forward 302 and rear 303 drive chambers for the piston are disposed between the piston 301 and the shaft 312. An annular shoulder 313 on the piston formed internally of the piston bore 310 separates the forward chamber 302 from the rear chamber 303. An internal diameter of the piston 301 to the rear of the shoulder 313 is greater than the internal diameter of the piston forward of the shoulder; such that the rear chamber has a larger driving area than the forward chamber. The hammer also comprises a control 12 valve 305 arranged within the central bore 314 of the shaft to control reciprocation of the piston. In other embodiments, the valve 305 may be arranged within the central bore 310 of the piston, between the piston and the shaft.

The hammer 300 is a closed-loop hammer in which working fluid is provided to the hammer via pressure line P and returned via return line T. A flushing fluid channel 308 is provided between the piston 301 and the wear sleeve 317 and through the percussion bit 309, such that the flushing fluid exits the channel at the bit face 319.

The hammer 300 further comprises pressure and return fluid accumulators 306 arranged at a rear end 307 of the piston. The accumulators are arranged a distance daccu from the rear drive chamber 303 of the piston.

A hydraulic down-the-hole hammer 400 according to another embodiment of the invention is illustrated in Figure 4. As in the embodiment of Figure 3, the hammer comprises an elongate shaft 412 formed with a central bore 414. A piston 401 also has a central bore 410 therethrough. The shaft is received within the piston bore such that the piston is slidably mounted for reciprocal movement on the shaft 412 and arranged to impact an annular shoulder 415 at a rear end 416 of a percussion bit 409. The piston 401 is housed within an outer wear sleeve 417, and the percussion bit 409 is arranged at a forward end 418 of the wear sleeve.

Forward 402 and rear 403 drive chambers for the piston are disposed between the piston 401 and the shaft 412. An annular shoulder 413 on the piston formed internally of the piston bore 410 separates the forward chamber 402 from the rear chamber 403. An internal diameter of the piston 401 to the rear of the shoulder 413 is greater than the internal diameter of the piston forward of the shoulder, such that the rear chamber has a larger driving area than the forward chamber. The hammer also comprises a control valve 405 arranged within the central bore 414 of the shaft to control reciprocation of the piston.

The hammer 400 shown in Figure 4 is an open-loop hammer in which a working fluid such as water is provided to the hammer via pressure line P. However, unlike the 13 hammer of Figure 3, the hammer 400 does not have a return line. Instead, the drive fluid is used for flushing flow 408 through the central bore 414 of the shaft and the percussion bit 409 to exit at the bit face 419. Unlike prior art hammers, the outer surface of the piston is not a sealing surface and so a flow annulus 420 to allow fluid communication between the forward and rear ends of the piston is provided between the piston and the wear sleeve, rather than via the piston bore as in the conventional water hammer shown in Figure 2. This allows the cross-sectional area of the piston to be increased as compared with such conventional water hammers, thereby allowing sufficient piston weight to be achieved with a short piston. The placement of the valve 405 within the piston allows the distance daccu to be reduced and further decreases the length of the hammer.

A low-cost disposable or single-use hydraulic down-the-hole hammer 500 according to an embodiment of the invention is illustrated in Figure 5. As in the embodiment of Figure 4, the hammer comprises an elongate shaft 512 formed with a central bore 514.

A piston 501 also has a central bore 510 therethrough. The shaft is received within the piston bore such that the piston is slidably mounted for reciprocal movement on the shaft 512 and arranged to impact an annular shoulder 515 at a rear end 516 of a percussion bit 509. Forward 502 and rear 503 drive chambers for the piston are disposed between the piston 5 01 and the shaft 512. An annular shoulder 513 on the piston formed internally of the piston bore 510 separates the forward chamber 5 02 from the rear chamber 503. In this embodiment, an internal diameter of the piston 5 01 to the rear of the shoulder 513 is smaller than the internal diameter of the piston forward of the shoulder, such that the forward chamber has a larger driving area than the rear chamber.

The hammer also comprises a control valve 505 arranged within the central bore 514 of the shaft to control reciprocation of the piston.

Like the hammer of Figure 4, the hammer 500 shown in Figure 5 is an open-loop hammer in which a working fluid such as water is provided to the hammer via pressure line P. However, unlike the hammer of Figure 4, the hammer 500 does not include an outer sleeve, so that the piston 5 01 is the outermost component of the hammer. This reduces the cost of the hammer so that it can be used as a disposable or sacrificial hammer that is used to drill a single hole only. 14 In this embodiment, the rear chamber 503 is connected to a pressure fluid channel P so that there is a constant pressure in the rear chamber. The control valve 505 is arranged to connect the forward chamber 502 to the rear chamber 503 while the piston is moving in a rearward direction and to connect the forward chamber 502 to a flushing fluid channel 508 through the central bore of the shaft and the percussion bit when the piston is moving in a forward direction, so that there is an alternating pressure in the forward chamber 502.

Because the hammer 500 does not include an outer wear sleeve or cylinder, the piston itself will be exposed to wear from drill cuttings. However, since the hammer is disposable, the piston need only last long enough to drill a single hole. In addition, radial flushing ports 521 extend from the central bore 514 of the shaft to an outer surface of the shaft, allowing part of the exhaust fluid to exit between a forward end 522 of the piston 501 and the strike face 515 of the bit. This keeps drill cuttings away from the strike faces of the bit and the piston and prevents premature damage to the strike faces.

Figures 6a, 6b and 6c illustrate a coupling arrangement for coupling a percussion bit to a hammer according to the present invention. Hammer 600 shown in Figures 6a, 6b and 6c is similar in several respects to disposable hammer 500 shown in Figure 5 but the coupling arrangement shown may also be applied to hammers 300, 400 shown in Figures 3 and 4, as well as other hammers in accordance with the invention.

The shaft 612 of hammer 600 comprises a coupling element 622 at forward end 623 thereof. As shown in Figures 6b and 6c, an outer diameter of the coupling element is greater than an outer diameter of a main body 638 of the shaft, so that the forward chamber is sealed by the coupling element and the piston. A portion 624 of the coupling element is formed with a square cross-section and a corresponding internal portion 625 of the bit 609 is formed with a square-shaped inner wall, such that, when the bit is assembled to the coupling element of the shaft, the portion 624 of the coupling element is received within the portion 625 of the bit, to allow rotational drive to be transmitted from the shaft to the bit. In other embodiments, the portion 624 of the l5 coupling element may be formed with a hexagonal or octagonal cross-section and the internal portion of the bit may be correspondingly shaped. In further embodiments, axially-extending splines may be provided externally of the coupling element, engageable with correspond splines provided internally of the bit, for transmission of rotational drive.

The coupling element 622 further comprises bit retaining means engageable with complementary bit retaining means on the bit 609 for longitudinal coupling of the bit to the hammer. In the embodiment shown in Figures 6a, 6b and 6c, the bit retaining means comprises a first screw thread 626 formed externally of the coupling element 622 at a forward end 627 thereof. The complementary engagement means comprises a second screw thread 628 formed internally of the bit.

The bit is coupled to the hammer by threading the second screw thread 628 bit through the first screw thread 626 such that the first screw thread is forward of the second screw thread. This couples the bit to the coupling element in a longitudinal direction and retains the bit in the hammer, while allowing limited longitudinal movement of the bit.

Next, the bit is rotated to line up the portion 625 of the bit with the square-shaped portion 624 of the coupling element, such that the portion 624 of the coupling element is received within portion 625 of the bit to engage the rotational coupling. The coupling element 622 is coupled to the main body 638 of the shaft by way of a screw-threaded connection.

A control valve 705 suitable for use in a hammer 700 according to the present invention is illustrated in Figures 7a and 7b. The valve is particularly suitable for a disposable hammer according to the present invention, such as that shown in Figure 5. The valve 705 comprises a top or rear inlet port 728 and a top or rear outlet port 729. The valve further comprises a bottom or forward inlet port 730 and a bottom or forward outlet port 731. Also shown in Figure 7a are the valve chamber 732, the pilot chamber 733, the pilot port 734, the front control edge 735, rear control edge 736 and the control valve cap 737. 16 An example of the hammer cycle for a disposable hammer including the valve of Figures 7a and 7b is illustrated in Figures 8a to 8d. In Figure 8a, the piston 801 is moving in an upward or rearward direction (to the left as shown in the drawings). The rear chamber 803 is connected to pressure fluid throughout the hammer cycle. The forward chamber 802 is connected to high pressure fluid through the valve chamber 832 and the rear chamber 803, as shown by the arrows. The forward chamber has a bigger pressure area than the rear chamber, due to the increased internal diameter of the piston 801 so that the piston moves in a rearward direction. The valve pilot chamber 833 is pressurised through the front control edge 835 which has connected the pilot chamber to the rear chamber 803. The pilot chamber has a bigger pressure area than the valve chamber. The flow connection between the forward chamber 802 and the shaft bore 814 is closed and the flow connection between the forward chamber and the valve chamber 832 is open. The valve chamber is continuously connected to the rear chamber via the rear outlet port 829.

In Figure 8b, the piston 801 has reached a point where a flow connection has been opened from the pilot chamber 833 to the ambient pressure via the rear control edge 836. The pressure in the pilot chamber will drop and there will be a net hydraulic force causing the valve 805 to switch.

In Figure 8c, the valve 805 has switched. The valve has closed the forward inlet port 830 and opened the forward outlet port 831 so that exhaust water flows into the shaft bore 814, as shown by the arrow. The hydraulic force reverses the direction of the piston 801 and drives it towards the drill bit 809. The main portion of the exhaust water will flow through the shaft bore and the bit to exit at the bit face 819, as shown by the arrows, to flush cuttings from the bit face. A small portion of the exhaust water will flow out through the radial holes or ports 821 located close to the bit strike face 815, as shown by the arrows, to flush cuttings from the strike faces of the bit and the piston.

In Figure 8d, the piston 801 is travelling towards the bit 809 (to the right as shown in the drawings). Just before the impact, the piston 801 will connect the pilot chamber 833 to the rear chamber 803 via the front control edge 835. This causes the valve to switch 17 just after the piston has impacted the drill bit. The cycle begins again as shown in Figure 8a.

An assembly 950 for use in a system for installing a load-bearing element such as a subsea pile in a seabed is illustrated in Figure 9. The assembly comprises a disposable or sacrificial hydraulic down-the-hole hammer 900. The hammer 900 is a water hammer similar to the hammer 700 shown in Figures 7a and 7b and comprises a piston 901, arranged to strike a bit 909. The piston 901 is the outermost component of the hammer and the percussion bit 909 has a diameter D larger than that of the piston. The assembly further comprises a drill pipe 951 connected between a drill rig 958 and the hammer, the drill pipe having a central bore 955 therethrough.

The drill rig 958 is configured to provide rotation and feed force to the hammer during drilling of the hole. The drill rig is connected to the drill pipe 951 and hammer 900 and lowered to the seabed 954 with the hammer prior to drilling.

As shown in Figure 10, the system also comprises an umbilical 952, wherein the hammer is connectable, via the drill pipe, to a supply of pressurised water and a supply of grout through the umbilical. The supply of water and the supply of grout are provided a sea surface level 953. A water pump and a grout pump on a vessel 959 provide the supply of water and the supply of grout, respectively.

In use, the drill rig is coupled to the hammer via the drill pipe 951, and the assembly is lowered to the seabed 95 4. The hammer 900 is operated by supplying water thereto via the umbilical 952, to drill a hole 956 in the seabed as shown in Figures 10 and 11.

Rotation and feed force are provided by the drill rig. The operation of the hammer is as described above with reference to Figure 8. When the hole has reached the desired depth, as shown in Figure 11, the rotation and feed force are stopped and the supply of water to the hammer is stopped, for example, by disconnecting the umbilical from the water pump. As shown in Figure 11, a diameter of the drilled hole 95 6 is greater than a diameter of the piston 901 so that there exists an annular cavity 957 between the piston and a wall of the drilled hole. 18 Grout 960 is then supplied to the hammer via the umbilical, for example, by connecting the umbilical to the grout pump. The grout flows through the central bore 955 of the drill pipe and the hammer 900 and into the hole 956 through the bit 909. Grout is pumped into the hole until the hole has been at least partially filled, as shown in Figure 12. The drill rig is disconnected from the hammer and returned to the surface. When the grout has cured, the hammer, drill pipe and drill pipe are bonded to the material of the seabed so that the hammer, drill pipe and grout form a subsea pile as shown in Figure 12.

An assembly 1300 for use in a system for installing a subsea anchor on a seabed is illustrated in Figure 13 to 15. The assembly comprises an anchor frame or template 1301. In the embodiment shown, the anchor frame is generally triangular in shape, with a plurality of ribs 1308 to enhance its structural integrity. In other embodiments, the anchor may be rectangular, or any other suitable shape. A mooring connection 1310 is also provided on the anchor frame, to allow a mooring line to be connected thereto, for mooring of an offshore structure, such as a wind turbine.

The assembly further comprises drill rig 1302 and three sacrificial down-the-hole hydraulic hammers 1303 and corresponding drill rods or pipes 1304, each of which is connected to the anchor frame 1301 through a connector 1307, in the form of a mounting sleeve or boss, provided on an outer edge of the frame 1301. Each hammer 1303 is a water hammer similar to the hammer 700 shown in Figures 7a and 7b. The drill rig 1302 comprises three identical feed force and rotation systems 1305, so that the drill rig is configured to provide a rotation and feed force to each of the hammer 1303.

In other embodiments, the system may comprise more or fewer hammers and the drill rig may comprise a corresponding number of feed force and rotation systems. As shown in Figure 13, the drill rig 1302 is configured such that each of the hammer and drill pipe pairs is arranged at an acute angle to the seabed 1306.

Each hammer 1303 and corresponding drill pipe 1304 is connectable to a supply of working fluid for drilling a hole 1311 of a desired depth in the seabed 1306, as shown in Figure 15. In the embodiment shown, the holes are drilled at an angle to the vertical to minimise bending or shear forces on the anchor. However, in other embodiments, the 19 holes may be drilled vertically downwards into the seabed, or at an angle between 20 and 90 degrees to the seabed. The working fluid may be supplied from a rig or vessel at sea surface level as shown in Figure 10. Because the drill rig 1302 comprises three separate feed force and rotations systems 1305, the holes 1311 may be drilled simultaneously. Alternatively, the holes may be drilled in turn. As the hammers 1303 are operated, each hammer 1303 and drill pipe 1304 passes through the corresponding connector 1307. As shown in Figures 14 and 15, when the holes have been drilled, an upper portion of each drill pipe 1304 is retained within the corresponding connector 1307, to connect the anchor to the drill pipes. Once the holes have been drilled, each hammer is connected to a supply of grout while located in its respective hole to allow the hammer and the hole to be at least partially filled with grout. The grout may be supplied via the umbilical as shown in Figure 10.

Once the holes 1311 have been filled with grout, the drill rig 1302 is disconnected from the hammer 1303 and returned to the surface, leaving the subsea anchor on the seabed as shown in Figures 16 and 17. Once the grout has cured, the subsea anchor including the anchor frame 1301 is secured to the seabed by the hammers 1303 and corresponding drill pipes 1304 connected to the anchor frame via the connectors 1307. A nut or other fastener may be connected to the upper end 1309 of each of the drill pipes to fasten the anchor frame to the subsea piles formed by the hammer and drill pipe pairs. Each of the hammer and drill pipe pairs is grouted in place in a respective hole in the seabed such that each hammer and drill pipe is bonded to the material of the seabed 1306, thereby securing the anchor in place.

The words "comprises/comprising" and the words "having/including" when used herein with reference to the present invention are used to specify the presence of stated features, integers, steps or components but does not preclude the presence or addition of one or more other features, integers, steps, components or groups thereof.

It is appreciated that certain features of the invention, which are, for clarity, described in the context of separate embodiments, may also be provided in combination in a single embodiment. Conversely, various features of the invention which are, for brevity, described in the context of a single embodiment, may also be provided separately or in any suitable sub-combination. rely] 7693

Claims (5)

Claims

1. A method for installing a load-bearing element in a seabed, comprising: drilling a hole of a desired depth in the seabed using a hydraulic down-the-hole hammer, wherein the hammer is operated by supplying working fluid to the hammer; while the hammer is located in the hole, ceasing supply of working fluid to the hammer; supplying grout to the hammer to at least partially fill the hammer and the hole in which the hammer is located with grout; and allowing the grout to cure such that the hammer and the grout form a load- bearing element in the seabed.

2. A system for installing a load-bearing element in a seabed, comprising: a hydraulic down-the-hole hammer; a supply of working fluid, wherein the hammer is connectable to the supply of working fluid for drilling a hole of a desired depth in the seabed; a supply of grout, wherein the hammer is connectable to the supply of grout while located in the hole to allow the hammer and the hole to be at least partially filled with grout.

3. A subsea pile, comprising: a hydraulic down-the-hole hammer, located in a hole in the seabed; and cured grout arranged within the hammer and between the hammer and a wall of the hole such that the hammer is bonded to the material of the seabed by the grout.

4. A method for installing a subsea anchor on a seabed, comprising: connecting a drill rig and one or more down-the-hole hydraulic hammers to an anchor frame, wherein the drill rig is configured to provide a rotation and feed force to each of the one or more hammers; lowering the anchor frame to the seabed; supplying working fluid to the or each hammer, such that the or each hammer drills a hole of a desired depth in the seabed; 25 while the or each hammer is located in its respective hole, ceasing supply of working fluid to the or each hammer and supplying grout to the or each hammer to at least partially fill the hammer and the hole in which the hammer is located with grout; allowing the grout to cure such that the or each hammer is bonded to the material of the seabed by grout; and disconnecting the drill rig from the anchor frame.

5. A system for installing a subsea anchor on a seabed, comprising: an anchor frame; a drill rig and one or more down-the-hole hydraulic hammers connectable to the anchor frame; wherein the drill rig is configured to provide a rotation and feed force to each of the one or more hammers; a supply of working fluid; wherein the or each hammer is connectable to the supply of working fluid for drilling a hole of a desired depth in the seabed; a supply of grout; wherein the or each hammer is connectable to the supply of grout while located in its respective hole to allow the hammer and the hole to be at least partially filled with grout. rely] 7544