The following relates to a linear driver and particularly, but not exclusively, to a linear driver for use in the field of civil engineering or construction, for example in the formation of piles or piers as foundations.
It is conventional to provide a foundation as the lowest supporting layer of a structure to be built or else to shore up the ground. In general, foundations can be split into two different categories, so-called shallow foundations and deep foundations, with the only real difference between the two categories of foundation being the depth to which they are embedded in the ground.
A well-known form of deep foundation is a so-called pile, or pier, which is typically an elongate structure that is located in the ground. Piles can either be prefabricated, in which case they are generally driven into the ground by a pile driver, or they can be cast-in-situ. There are many existing techniques for forming cast-in-situ piles, very often involving the formation of a hole in the ground, and filling such a hole with cementitious material. Upon setting, the cementitious material solidifies to provide the desired pile.
One of the challenges faced during the provision of cast-in-situ piles is the formation of the hole in which the pile necessarily sits. Traditional methods include using a rotation auger, or hammering or vibrating an upper end of a tube or mandrel into the ground, and then either removing the tube or mandrel before or during the operation of filling the hole with concrete, or leaving the tube or mandrel in position to form part of the pile. There are, however, several disadvantages associated with such methods.
In order to reach the depth required in the ground, a large amount of energy needs to be employed. Furthermore, the length of a pile former used to reach the required depth in the ground often necessitates the use of large support structures and associated equipment, which can be expensive, time consuming to mobilise, and which may pose a significant risk to the safety of workers involved in the formation of the required pile. These disadvantages in general make the provision of cast-in-situ piles unsuitable for a number of applications, and thus cast-in-situ piles are generally used only in large scale, or large load-bearing, construction projects.
A further disadvantage arising from the need to impart a large amount of energy to the pile formers is the large amount of noise and disruption that pile driving generally creates.
A typical percussive pile driver comprises a mechanical or hydraulic actuation system for repeatedly raising a weighted impact member, or hammer, which is then allowed to fall under the influence of gravity onto the top of a pile former or pile to drive it into the ground. Each impact generates a large amount of noise, which is particularly undesirable if construction is taking place in already built-up areas, eg close to existing residences or office buildings.
An alternative driving method which avoids such impacts is a so called ‘diesel hammer’, where the driving is achieved by a weight which acts as a piston in what is effectively a large single cylinder two-stroke diesel engine. The weight is initially raised by mechanical means, drawing air into a cylinder formed between the piston and the head of a pile former. Diesel fuel is then injected into the cylinder and the weight is released, compressing the fuel-air mixture to the point where combustion takes place. The combustion drives the pile former downwards, and simultaneously drives the weight upwards drawing more air into the cylinder. The cycle then repeats, driving the pile further into the ground. Diesel hammers thus avoid the physical impacts between the weight and the pile former, but the combustion events mean that they are typically even louder in operation than percussive hammers, so do not overcome this shortcoming.
One approach to mitigating noise is to use a vibratory pile driver containing a system of counter-rotating eccentric weights designed in such a way that horizontal vibrations cancel out, while vertical vibrations are transmitted into the pile. One major drawback with vibratory pile driving is that soil conditions and the installation procedure can greatly affect the bearing capacity of vibrated piles, so the method is only suitable for use with certain soil types, and even then the bearing capacity of vibratory driven piles is difficult to predict with any degree of certainty. In addition, the intensity of ground vibrations generated can be problematic, and it is extremely important to avoid resonance in the ground or at adjacent structures or structural elements. The method is also relatively costly as it requires special equipment.
An aspect relates to an improved driving method, suitable for use in a pile formation system, which overcomes or substantially mitigates the aforementioned and/or other disadvantages associated with the prior art.
The linear driver comprises a driving member, a weighted sleeve slidable relative to the driving member, and a valve arrangement connected to the driving member, wherein the valve arrangement controls fluid pressure in a region between the driving member and the weighted sleeve to linearly move the weighted sleeve in first and second directions relative to the driving member. Closing the valve arrangement during use stops movement of the weighted sleeve in said second direction such that the momentum of the weighted sleeve is transferred to the driving member without physical impact between the weighted sleeve and the driving member.
When used as a pile driver, embodiments of the invention are oriented vertically and the driving member is engaged with a pile former. The weighted sleeve is then raised, lowered and stopped relative to the driving member using controlled pneumatic or hydraulic pressure. Using the valve arrangement and fluid pressure to stop the sleeve transfers the momentum of the weighted sleeve to the driving member without any physical impact. The valve, seals and hydraulic fluid take the ‘impact’, such that the loud noise (and vibration) of a typical hydraulic hammer is avoided.
The weighted sleeve may be internal or external to the driving member.
Preferably, the valve arrangement is located in the region between the driving member and the weighted sleeve. The valve arrangement can thereby divide this region into two separate regions or chambers, and selectively allow flow between the chambers via a relatively short flow path.
For ease of assembly, the driving member may comprise first and second parts which are connected, for example by screw threads, to opposite sides of the valve arrangement. The first and second parts of the driving member may have substantially the same external dimensions, or may have different external dimensions to provide a simple means of providing two different external dimensions/diameters on the driving member.
The driver may further comprise attachment means, such as a clamp or latch, for attaching the driver to a pile former or similar elongate article. The driving member may be a tube, and may surround the pile former or elongate article in use. Alternatively, driving member may be a solid rod or similar, possibly with a driving flange, for use as an end drive hammer/driver. The attachment means may provide selective engagement with the pile former.
The driver may further comprise a housing, surrounding and slidably connected to the driving member, which comprises means for attaching the driver to a support structure. Due to the reduced noise generated by the driver of embodiments of the present invention, the housing need not be acoustically sealed, and may be an open sided housing such as a cage to minimise weight of the driver.
The driver may further comprise an actuator to provide a signal to close the valve arrangement before the weighted sleeve impacts the driving member. The actuator may comprise an actuator rod which is depressed by the weighted sleeve as it moves in the second direction. Engagement of the sleeve with the actuator rod shortly before impact with the elements of the driving member would provide a simple means for ensuring correct timing of the valve closure.
The driver may also comprise an adjustable valve for controlling the fluid pressure applied during operation and/or one or more sensors to monitor fluid pressures during operation.
Embodiments of the invention also provides a driving system for a piling operation. The system incorporates a linear driver as previously described.
In the driving system, a mast or similar support is provided for supporting the driver in a substantially vertical orientation. A lower end of the mast may be held in contact with the ground during use of the driving system.
An adjustable carrier may be provided, mounted between the mast and the driver, to permit vertical movement of the driver relative to the mast, and movement of the driver relative to the mast may be controlled by the adjustable carrier. The adjustable carrier may comprise, for example, a belt or chain and pulley system or a hydraulic actuator/cylinder.
The mast may be mounted to a purpose built rig or, due to the weight savings of embodiments of the present invention, to a number of alternative carriers such as the arm of a tracked excavator.
Finally, embodiments of the invention provides a method for testing soil properties prior to a piling operation as defined by the appended claim 27. The method uses a particular embodiment of the linear driver previously described.
The testing method comprises mounting a driver with at least one sensor to a support, repeatedly driving an elongate member into the ground to be tested using the driver, and monitoring and recording the pressure readings during the driving operation.
Any of the optional features described in relation to any single aspect of embodiments of the invention may be applied to any other aspect of embodiments of the invention.
Some of the embodiments will be described in detail, with reference to the following figures, wherein like designations denote like members, wherein:
A first embodiment of a pile driver according to the present invention, in the form of a pile driver 1, is shown in
The pile driver 1 comprises a driving tube 2 which is shown located around a pile former 4 and attached thereto by a clamp 6 at its lower end. A cage 8 is slidably mounted to the driving tube and provides a means for attaching the pile driver to a mast 10 or other supporting fixture. Typically, piling hammers have to incorporate a housing that is fully sealed to attenuate airborne noise. Such housings are heavy, which increases the overall weight of the hammer. The quieter operation of the driver according to embodiments of the invention avoids the need for such housings, so that a simpler, lighter housing, for example a cage type housing, can be used.
A weighted sleeve 12 is located around the driving tube 2 and within the cage 8. Both end portions 14,16 of the weighted sleeve 12 are in sealing contact with an outer surface of the driving tube 2, while a length of the sleeve 12 between these portions is spaced from the driving tube 2 to define an annular space 18 for receiving hydraulic fluid. The weighted sleeve 12 comprises a hydraulic cylinder body with a separate heavy collar which is fastened to a flange on the cylinder body. This allows the weight of the sleeve 12 to be adjusted as required by substitution of the collar.
A valve arrangement 20 is located at approximately the mid-point of the driving tube. The pile driver 1 is assembled such that the valve arrangement 20 is received in the annular space 18 provided between the weighted sleeve 12 and the driving tube 2. In this regard, the lower end portion 16 of the weighted sleeve 12 is shown as a separate component to allow assembly of the weighted sleeve 12 around the valve arrangement 20.
As shown in
The pile former 4 is shown as an elongate ‘I’ section beam with a number of apertures 40 therein. In certain embodiments, the apertures may form a convenient means of attaching the driving tube 2 to the pile former 4 such that substantially all physical impact between components, and thus all associated noise, can be avoided. There will, inevitably, be some physical contact due to mechanical clearances etc, but all avoidable contact is minimised by embodiments of the present invention.
The cage 8 of the pile driver 1 is attached to the mast 10 by two brackets 50. The brackets 50 are connected to the mast 10 in such a way that upwards movement of the cage 8 relative to the mast 10 is at least selectively prevented, while downwards movement of the cage 8 relative to the mast 10 is permitted. For example, the brackets 50 may incorporate a ratchet or similar, or may be mounted to a carrier, such as a chain or belt, which is selectively movable relative to the mast 10. The cage 8 would be rigidly connected to such a drive mechanism, permitting the pile driver 1 to be driven up and down the mast. When not in active use the assembly can be locked in position to prevent any unexpected movement. In a mechanical system this could be achieved by a mechanical brake, and if a hydraulic actuator is fitted, then hydraulic lock valves should be fitted.
The valve arrangement 20 is shown in greater detail in
For ease of manufacture, the valve arrangement 20 is formed as a standalone component and is assembled into the driving tube 2 as follows. The driving tube 2 is provided in two sections 2A,2B as indicated in
Although not clearly shown in
Operation of the pile driver 1 will now be described with reference to
The pile former 4 is first pushed into the ground by forcing the pile driver 1 vertically downwards. It will be understood that any upwards movement of the cage 8 relative to the mast 10 will be resisted by the brackets 50 and/or the carrier such that the entire pile driver 1 will move downwards as a unit. The pile former 4 is forced into the ground in this way until the ground resistance equals the downward force applied to effectively ‘set’ the pile former 4 prior to operation of the pile driver 1.
Once the pile former 4 is set, the weighted sleeve 12 is raised from its rest position. As shown in
This lifting operation generates a reaction that could force the driving tube 2 and pile former 4 downwards. Setting the pile former 4 as outlined above provides a reaction force which prevents this uncontrolled movement and ensures a known position prior to the driving operation. This is important for calibration and monitoring of the driving operation.
The weighted sleeve 12 is raised to a position approximately 25 mm below its fully raised position within the cage 8, and end damping is then applied to the lower port 36 to retard movement of the weighted sleeve 12 and prevent hard impact with the lower face of the valve arrangement 20. This prevents any impact damage and reduces noise emitted from the driver.
After damping the weighted sleeve 12 is taken to its fully raised position and sensors check when the sleeve 12 has come to rest. This monitoring of the fully raised position before the weight is fired downwards is important to ensure that a desired stroke length of the weighted sleeve is reliably and repeatably applied. It should be appreciated that both the start of the damping and the fully raised position of the weighted sleeve 12 can be adjusted and controlled hydraulically if desired to alter the stroke length and/or the size of the damping region.
From the position shown in
The force applied to the sleeve 12 is dependent both on the relative areas of the upper and lower chambers 18A,18B and on the pressure applied during the driving step. Therefore, for a given apparatus the force can still be varied by increasing or reducing the pressure applied using an adjustable ‘force control’ valve 52. In the illustrated example the additional force is sufficient to cause the sleeve 12 to accelerate at around 15 ms−2, to a velocity of around 4.5 ms−1.
The weighted sleeve 12 is driven downwards until it reaches a position about 25 mm from impact with the upper face of the valve arrangement 20, as shown in
The blocking of return flows effectively closes off the upper chamber 18A, and the pressure of the fluid remaining in this region resists further downward movement of the weighted sleeve 12.
The applied back pressure stops the movement of the weighted sleeve 12 before it contacts the valve arrangement 20. As movement of the weighted sleeve 12 is stopped, its momentum is transferred to the driving tube 2 and thereby to the pile former 4 to drive the pile former into the ground. The transfer of momentum occurs without any physical contact between components of the pile driver 1, with the ‘impact’ instead being taken by the hydraulic fluid and seals within the valve arrangement 20.
Assuming the ground resistance is less than the induced force applied to the driving tube 2, then all the force will be transferred to the pile former 4, moving it downwards until the ground resistance equals the applied force. A ‘push’ will be applied throughout the driving cycle rather than relying on a sudden impact blow.
By virtue of the brackets 50 allowing downward movement of the cage 8 relative to the mast, the cage is free to move downwards as the driving tube 2 is driven downwards. If the ground resistance is greater than the applied force, or at the point where the forces are balanced during normal operation, hydraulic fluid will be forced through the force control valve 52 which acts as a relief valve. The relief part of the force control valve 52 will be set to a particular pressure rating, such that fluid will pass through the valve 52 only if the back pressure exceeds a certain predetermined value, chosen based on numerous criteria relating to the particular driving process, and limited by the rating of the seals and other hydraulic components. Once the back pressure drops below this value, the system will again be effectively ‘locked’ such that force is again transferred to the driving tube 2. In the case of extremely hard ground, the hydraulic fluid will be forced through the force control valve 52 until exhausted. Movement of the weighted sleeve 12 into contact with the valve assembly is thereby damped, avoiding the noise and potential damage associated with a sudden impact.
In some circumstances, such as in very soft ground, where a void exists below a hard crust, or in circumstances where the pile former has not been correctly ‘set’, the driving tube 2 may move downwards more quickly than the cage 8. In these circumstances, an upper stop 54 connected to the driving tube 2 will engage with an upper surface 56 of the cage 8 to pull down the cage until the free movement of the cage 8 overtakes the driving tube 2 and returns it to the rest position. In the illustrated example contact between the stop 54 and the upper surface 46 of the cage 8 occurs after 160 mm of relative movement between the driving tube 2 and the cage 8.
This failsafe is important in ensuring that embodiments of the invention continues to function in the event of ‘runaway’ of the driving tube 2 as set out above. However, relying on this is undesirable since the impacts between the stop 54 and the cage 8 generate precisely the type of noise which embodiments of the invention seeks to avoid, and can also cause damage to the cage 8 and the pile driver 1 as a whole.
The need to rely on the failsafe can be largely avoided by ensuring the pile former 4 is correctly set before operation. However, in some circumstances the ground conditions are such that very little resistance is provided to the pile former 4, and in such circumstances ‘runaway’ can still occur even if the pile former 4 is set correctly. In these circumstances it is possible to adjust the back pressure applied and increase the size of the damped impact zone using the adjustable valve 52. This results in a longer and softer hit or push being applied to the driving tube 2, reducing the risk of runaway. The same adjustment may also be used to for the first few blows of any operation to give an indication of the ground strength and resistance.
As described above, the valve arrangement 20 of embodiments of the invention is designed to transfer the force/momentum of the sleeve to the driving tube 2 to avoid physical contact between metal components and reduce, or eliminate, the associated noise. The hydraulic system also allows all variables, eg speed, stroke length, damping etc. to be readily controlled/adjusted as required, even during operation of the pile driver 1, and by incorporating appropriate sensors the pressures throughout operation can be monitored and recorded to provide a record of the energy imposed. This allows properties of the ground to be demined and recorded during the pile driving operation.
Indeed, the simple control, measuring and recording of forces applied using embodiments of the invention permit use of the device as a standalone investigation or analysis tool, for example for use in cone penetration testing. This beneficially allows a single apparatus to be used to first test the properties of the ground at a worksite and then subsequently to undertake the piling operation.
The relatively small size and weight of the pile driver 1, and the relatively small volume of hydraulic fluid required for its operation, allows the mast to be fitted onto a quick hitch of a 9 to 13 tonne tracked excavator rather than requiring a large dedicated piling rig.
The pile driver 1 is shown in
Throughout the operation shown in
The operation of embodiments of the invention, along with its resulting small size and weight, allow the piling operation to be completed using a tracked excavator 60 rather than a dedicated piling rig. Tracked excavators 60 are almost inevitably required for other building operations, so this minimises the number of machines required on site. In addition, the size and weight of typical piling rigs means that there is a requirement to provide a piling mat, generally constructed from stone and waste spoil, to support and stabilise the weight of the rig. By avoiding this requirement a developer would benefit from significant time and cost savings.
Even if not optimised for use with a standard tracked excavator, minimising size and weight is further beneficial in avoiding the costs and administration associated with moving large heavy loads/machinery by road.
The above description relates to a preferred embodiment of the invention and is not intended to limit the scope of the appended claims. Various modifications would be possible. For example, alternatives to the pulley system 58, such as a slider arrangement, could be used to allow adjustment of the height of the pile driver.
Although the illustrated embodiment shows the pile driver 1 clamped to a pile former 4, the principles of embodiments of the invention would apply equally to a similar device configured to rest on top of a pile former in a more conventional manner. For example, a flat plate could be included in the place of the clamp 6, and the arrangement could be pushed down against the pile former in the initial step to set the pile former as outlined above. The lack of a firm connection between the pile driver 1 and the pile former 4 has a number of drawbacks, including the likelihood of additional noise generation between these components. However, by allowing the driver to start from a position of contact with the pile former, the overall noise level is still expected to be lower than that of a conventional system.
A cylinder body 111 is provided with a removable/exchangeable weighted collar 113, these components together forming a weighted sleeve similar to that previously described. A housing 108 is provided around the weighted sleeve 111,113, and is provided with upper and lower slider bearings 107,109.
The actuator 72 is shown in its free, unactuated, state in
The actuator 72 is located, in use, at the lower end of the cage 8 or housing 108 surrounding the driver. For example, with reference to
The upper and lower chambers 118A,118B are connected by ‘C’ shaped regeneration paths 123. This relatively short length of the regeneration paths, along with the central location of the valve body 120 within the system, minimises back pressure in the system during operation and permits high efficiency regeneration during the active part of the driving cycle.
To comply with the safety requirements of this type of installation, two independent controls have to be activated for the hammer to function. Accordingly, a hammer select valve 129 is provided upstream of a hammer operation valve 130. These two valves 129,130 control the flow of fluid to and from accumulators 125 upstream of the hammer select valve 129.
A pilot signal control valve 192 is included to provide a pilot signal to a pair of valve spools 142,144 within the valve body 120, to close off the regeneration path 123 as required.
A damping actuation signal 194 is provided by the pilot actuator 72 when the cylinder body 111 approaches a damping zone during operation. The damping pressure is controlled by a 400 bar pressure relief and unloading valve 196 which also permits unloading of this pressure, when the weight comes to rest. The system also includes a pilot relief valve 198.
As previously described in relation to
The hammer weight raise is illustrated in
Main system pressure is now diverted through the fluid line 127 to the right hand inlet port of the piston head valve 120, while the left inlet port is connected to the tank return line. On the right inlet port to the piston head valve 120, the path to the lower cylinder chamber 118B is blocked, and pressurized oil is diverted to the upper chamber 118A. On the left port the path to the upper chamber 118A is blocked, therefore oil being ejected from the lower chamber 118B is allowed to return back to tank.
Due to the pressure difference between the upper and lower chambers 118A,118B, the cylinder body 111 accelerates upwards at a rate dictated by the pressure difference. Electronic sensors then signal the control system to arrest the movement at a pre-set height.
The hammer operation valve 130 is returned to its original position to divert pressurized oil via fluid lines 127 to both inlet ports of the piston head 120. Since the lower piston head area exceeds the upper piston head area, the cylinder body 111 and weight 113 accelerate downwards as the pressure is applied to both sides, due to the forces generated by the differential area and the acceleration due to gravity. This acceleration can be adjusted by varying the pressure applied to the cylinder. The adjustment can be executed manually or automatically, using inputs from pressure and speed sensors suitably positioned in the hammer.
Finally, the damping operation is illustrated in
The right inlet to the lower chamber 118B is quickly blocked, stopping any oil regeneration from the upper chamber 118A via the regeneration path 123. Similarly, the left inlet to the upper cylinder chamber 118A is quickly blocked, preventing any oil regeneration through that route. Ejected oil from the upper cylinder chamber 118A is now forced through the 400 bar relief valve 196 (this pressure limit can be adjusted to vary the applied force by the hammer). Make up oil is still supplied to the lower cylinder chamber 118B by the pressure feed through the left inlet, supplemented if necessary by the accumulator.
The pressure setting of the relief valve 196 should be mirrored by the pressure in the upper chamber 118A, thus imparting an equal and opposite force to the driving rod 102B and pile, which will be maintained until the energy has been dissipated. Accordingly, movement of the cylinder body 111 to a position where damping is required automatically generates the pressure signal 194 to initiate back pressure to stop the relative movement and provide damping to the system. This ensures, in a simple way, that movement is stopped and damping is applied at the correct time, regardless of differences in the movement of the cylinder due to varying conditions of, eg, ground during a piling operation, and is only provided when required.
When the cylinder body/weight 111,113 has come to rest, high pressure will be locked into the upper cylinder chamber 118A which could cause malfunction of the hammer operation valve 130 and possibly the pilot signal control valve 198 and prevent the piston head 120 reaching the end of its stroke. The pressure relief valve 196 is therefore fitted with an unloading feature to permit controlled venting of this trapped pressure, permitting the piston head 120 to return to its original position in a controlled manner. Once this has been executed, the hammer cycle can be commenced again.
Certain benefits of the drive provided by embodiments of the present invention will now be described.
A more traditional ‘drop’ hammer or driver, consisting of a weight accelerated either under gravity or hydraulic pressure, produces a certain amount of kinetic energy which is suddenly transferred to a pile or column at the point of impact. This kinetic energy is converted to work done on the pile or column, defined as the average force applied to the pile or column multiplied by the distance over which it is applied. In a graph plotting force against distance, the area under the curve is the total work done.
The first point to note is that the area under each graph is similar, but the force distribution is quite different. The present invention will deliver a more constant force over a longer distance, with a much lower peak than the conventional hammer. This provides a smoother ‘push’ than the sudden impact provided by a typical hammer/driver.
Another problem with the conventional systems is that the maximum force generated is not generally known. As a result, it is common to have to produce an SPT (standard penetration test) analysis of the ground, to establish the ground resistance and the depth to be driven.
Embodiments of the invention advantageously allows a known particular driving force 204 to be selected for a driving operation. In the piling industry, the force may be selected to be appropriate for a particular size of pile. If the hammer force and pile specification are matched, there is much less possibility of damaging the pile.
Also, at set, if the driving force is known, the pile resistance, and hence the pile load capacity, can be calculated from this information. In other words, the hammer/driver 1,101 can self-certificate each pile capacity.
To adjust the force applied, a known constant force could be pre-set and different relief cartridges provided to provide a different generated force from the same driver 1,101. For example, three different force cartridges could be supplied with a hammer/driver 1,101, each correlated/tuned to a different pile cross-section within a range. Additional cartridges could be supplied for special pile cross-sections to ensure the perfect driver is provided for each pile size and type.
Taking
A summary of some of the benefits provided by embodiments of the present invention is provided below:
Finally, although developed as a pile driver for use in construction work, the general principles underlying embodiments of the invention are also applicable to other smaller or larger scale devices for use wherever force transfer, in particular controllable measurable force transfer, is required. For example, smaller scale drivers for alternative uses, or percussive hammers for braking or compacting materials could make use of the driver according to embodiments of the invention. Other specific uses of embodiments of the invention include, but are not limited to, a top drive piling hammer for concrete or steel piles, a sheet pile driving hammer, a through drive piling hammer for a mandrel or poker and a soil displacement driver or boring tool such as a Grundomat (RTM).
The active driving of the weighted sleeve makes use of embodiments of the invention possible in orientations other than vertical, since gravity is not required for the driving process.
Although the present invention has been disclosed in the form of preferred embodiments and variations thereon, it will be understood that numerous additional modifications and variations could be made thereto without departing from the scope of the invention.
For the sake of clarity, it is to be understood that the use of ‘a’ or ‘an’ throughout this application does not exclude a plurality, and ‘comprising’ does not exclude other steps or elements.
Number | Date | Country | Kind |
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1414554.4 | Aug 2014 | GB | national |
This application claims priority to PCT Application No. PCT/GB2015/052389, having a filing date of Aug. 17, 2015, based off of GB Application No. 1414554.4 having a filing date of Aug. 15, 2014, the entire contents of which are hereby incorporated by reference.
Filing Document | Filing Date | Country | Kind |
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PCT/GB2015/052389 | 8/17/2015 | WO | 00 |