NL2013685B1 - Land based dynamic sea motion simulating test drilling rig and method. - Google Patents

Land based dynamic sea motion simulating test drilling rig and method. Download PDF

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Publication number
NL2013685B1
NL2013685B1 NL2013685A NL2013685A NL2013685B1 NL 2013685 B1 NL2013685 B1 NL 2013685B1 NL 2013685 A NL2013685 A NL 2013685A NL 2013685 A NL2013685 A NL 2013685A NL 2013685 B1 NL2013685 B1 NL 2013685B1
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NL
Netherlands
Prior art keywords
drilling
motion
firing line
drilling rig
drilling process
Prior art date
Application number
NL2013685A
Other languages
Dutch (nl)
Inventor
Roodenburg Joop
Original Assignee
Itrec Bv
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Publication date
Application filed by Itrec Bv filed Critical Itrec Bv
Priority to NL2013685A priority Critical patent/NL2013685B1/en
Priority to PCT/NL2015/050732 priority patent/WO2016064273A1/en
Priority to EP15813602.8A priority patent/EP3209848B1/en
Priority to US14/922,828 priority patent/US9857277B2/en
Application granted granted Critical
Publication of NL2013685B1 publication Critical patent/NL2013685B1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/12Underwater drilling
    • E21B7/128Underwater drilling from floating support with independent underwater anchored guide base
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B15/00Supports for the drilling machine, e.g. derricks or masts
    • E21B15/006Means for anchoring the drilling machine to the ground
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B15/00Supports for the drilling machine, e.g. derricks or masts
    • E21B15/02Supports for the drilling machine, e.g. derricks or masts specially adapted for underwater drilling
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B15/00Supports for the drilling machine, e.g. derricks or masts
    • E21B15/04Supports for the drilling machine, e.g. derricks or masts specially adapted for directional drilling, e.g. slant hole rigs
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B19/00Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables
    • E21B19/14Racks, ramps, troughs or bins, for holding the lengths of rod singly or connected; Handling between storage place and borehole
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B19/00Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables
    • E21B19/14Racks, ramps, troughs or bins, for holding the lengths of rod singly or connected; Handling between storage place and borehole
    • E21B19/143Racks, ramps, troughs or bins, for holding the lengths of rod singly or connected; Handling between storage place and borehole specially adapted for underwater drilling
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B19/00Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables
    • E21B19/14Racks, ramps, troughs or bins, for holding the lengths of rod singly or connected; Handling between storage place and borehole
    • E21B19/15Racking of rods in horizontal position; Handling between horizontal and vertical position
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B19/00Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables
    • E21B19/20Combined feeding from rack and connecting, e.g. automatically

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Mechanical Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

A land based dynamic sea motion simulating test drilling rig comprising: - a soil bound foundation, - a pivot structure secured to said foundation and providing at least one horizontal pivot axis, - a motion base mounted on said pivot structure and pivotable about said at least one horizontal pivot axis relative to the foundation, - a drilling tower erected on said motion base and having a foot that is secured to said motion base, the drilling tower being provided with a hoisting device adapted to manipulate a drill string section in a vertical firing line, - a drilling tubulars storage adapted for vertical storage of drilling tubulars, said tubulars storage secured to said motion base, - a tubulars racker device arranged and configured to move drilling tubulars between the drilling tubulars storage device and the firing line allowing for assembly and disassembly of a drill string section in the firing line, - a motion drive adapted to impart cyclic pivoting motion about said at least one horizontal pivot axis to the assembly of the drilling tower, drilling tubulars storage, and tubulars racker device in order to simulate said assembly being subjected to sea state induced motion.

Description

LAND BASED DYNAMIC SEA MOTION SIMULATING TEST DRILLING RIG AND METHOD.
The present invention relates to the field of drilling rigs, in particular to the development of offshore drilling rigs of the type that is to be installed on a floating offshore drilling vessel and as such subjected to sea state induced motions.
An example of a drilling rig adapted for installation on a floating offshore drilling vessel is disclosed in US6763898. This known drilling rig comprises: - a drilling tower embodied as a mast having a foot to be secured to the hull of the vessel, the mast being provided with a hoisting device adapted to manipulate a drill string section in a vertical firing line, - a drilling tubulars storage adapted for vertical storage of drilling tubulars, e.g. drill pipe stands, - a tubulars racker device arranged and configured to move drilling tubulars between the drilling tubulars storage device and the firing line allowing for assembly and disassembly of a drill string section in the firing line.
When installed on the vessel the drilling rig and all its components are subjected to sea state induced motions, e.g. to roll motion. It is noted that the height of the drilling rig can be very substantial, e.g. more than 50 meters, e.g. in view of handling, including storing, multiple joint tubular stands, e.g. triples or quads or even longer stand, e.g. stands having a length exceeding 100 foot.
In W02009/048322 it is disclosed to provide the floating drilling vessel with a roll damping system to counter roll motion.
The present invention aims to facilitate and enhance the further development of drilling rigs that are to be installed on floating offshore drilling vessels.
The present invention achieves this aim by providing a land based dynamic sea motion simulating test drilling rig comprising: - a soil bound foundation, e.g. a pile foundation comprising multiple piles, - a pivot structure secured to said foundation, said pivot structure providing at least one horizontal pivot axis, - a motion base mounted on said pivot structure and pivotable about said at least one horizontal pivot axis relative to the foundation, e.g. simulating sea state induced roll motion, - a drilling tower erected on said motion base and having a foot that is secured to said motion base, the drilling tower being provided with a hoisting device adapted to manipulate a drill string section in a vertical firing line, - a drilling tubulars storage adapted for vertical storage of drilling tubulars, e.g. drill pipe stands, said tubulars storage secured to said motion base, - a tubulars racker device secured to said motion base, and arranged and configured to move drilling tubulars between the drilling tubulars storage device and the firing line allowing for assembly and disassembly of a drill string section in the firing line, - a motion drive adapted to impart cyclic pivoting motion about said at least one horizontal pivot axis to the assembly of the drilling tower, drilling tubulars storage, and tubulars racker device in order to simulate said assembly being subjected to sea state induced motion.
It is noted that each of the drilling tubulars storage and tubulars racker device may be directly secured to the motion base, but it is also envisaged, as shown in the drawings, that e.g. the racker device is connected to the tower and thereby indirectly to the motion base. Yet, even when connected indirectly, these components are subjected to the pivoting or swaying motion when the motion drive is in operation.
By provision of the land based dynamic sea motion simulating test drilling rig the development of this type of rigs to be installed on a floating offshore vessel can be enhanced as components and/or their interaction and/or accuracy of motion performed can be monitored during a test, e.g. simulating the making up and/or breaking up of a tubulars string in the firing line, whilst under simulated sea motion conditions.
When components of the rig are subjected to a prolonged test, e.g. of multiple hours or multiple days, the long-time behaviour, e.g. in view of wear, of one or more components of the drilling rig can be monitored and design changes proposed or the design accepted.
For example the tubular racker device can be tested under sea motion conditions as to the accuracy of the motion of the tubular racker device when simultaneously subjected to said simulated pivoting motion. For example one can monitor the accuracy of the motions performed by the racker device, e.g. allowing to optimize a computer program governing such motion and/or interaction with or design of one or more sensors involved in controlling motion of the racker device.
It is noted that the tower height may in embodiments be greater than 50 meters.
For example the tower and the hoisting device thereof, the tubulars storage, and the tubulars racker are adapted to handle tubular stands having a length greater than 90 feet, e.g. 120 feet drill pipe stands.
In order to allow for testing of make-up of a significant drill string section, e.g. having a length of about 100 meters, and of the lower and/or raising thereof in the firing line by means of the hoisting device of the drilling tower it is preferred to provide a deep well sunken into the soil at a location aligned with the firing line. For example a concrete lined well is provided, e.g. of stacked rings or otherwise. It is preferred for said well to have a diameter greater than said drilling tubulars, in particular such a diameter that a drilling tubular section extending into said well is able to move within the well as a result of the pivotal motion imparted to the assembly by the motion drive.
For example the diameter of the well is between 1 and 10 meters.
For example the well has a depth of at least 50 meters, e.g. of at least 75, e.g. of about 100 meters.
The well may be entirely empty so that the string is freely suspended in the well. One may also envisage, e.g. for a particular test, that the well is - e.g. in part - filled with a substrate, e.g. sand to simulate soil into which a wellbore is drilled, or e.g. with water to simulate water interaction of the suspended string.
Preferably the well is equipped with a pump device to pump out water if desired.
In an embodiment the motion drive is adapted to impart a cyclic pivoting motion having a period that lies in a range between 2 and 30 seconds. In a preferred embodiment the motion drive is a variable drive, e.g. adapted to impart any period over a range between 2 and 30 seconds.
In an embodiment the motion drive is adapted to impart a cyclic pivoting motion having a pivot angle relative to vertical of at least 1°, e.g. of at most +/-10°. For example the motion drive is adapted to impart a variable pivot angle in a range greater than +/1 °, e.g. between +/-1° and +/-5°.
For example it is envisaged that tests are performed with a cyclic pivoting of about +/- 2° and a period of between 4 and 12 seconds.
In an embodiment the pivot structure provides a single horizontal pivot axis, preferably intersecting the firing line.
In an embodiment the motion drive comprises a strut having an upper end pivotally attached to the drilling tower at an elevated position thereof and having a lower end pivotally attached to a drive motor device. In a further variant the drive motor device comprises a motor driven rocker arm pivotally connected to said strut and adapted to perform a cyclic rocking motion about a horizontal rocker arm axis.
In an embodiment the drilling tower comprises one or more vertical rails and a trolley that is vertically guided by said one or more rails, e.g. said trolley carrying and/or being adapted to carry a rotary topdrive device adapted to impart rotary drive to a drill string section.
In an embodiment the tower has a tower structure with the firing line outside of and alongside a side of the tower structure. For example the tower structure is a mast having a closed wall contour with the firing line along a side of the mast.
In an embodiment the tower structure is a latticed tower structure, e.g. providing a side facing the firing line covered with a panel, e.g. with said one or more vertical rails and trolley arranged at said panelled side of the latticed tower structure.
In an embodiment the tubular storage device is a vertical axis carousel adapted for storage of drilling tubulars, e.g. drill pipe stands, casing stands, etc., in vertical orientation therein.
In an embodiment the rig comprises a drill floor and a tubulars string slip device, e.g. on said drill floor, which slip device is adapted to support the weight of a tubulars string, e.g. a drill string, suspended therefrom along the firing line, e.g. in the well.
In an embodiment the rig comprises a tower structure with the firing line outside of and alongside a side of the tower structure, and the rig comprises two tubulars storage devices for vertical storage drilling tubulars, said two tubulars storage structure being arranged at opposite sides of the tower structure different from the firing line side, and wherein the rig comprises two tubulars racker device each associated with one of the two storage devices, and each being configured to move drilling tubulars between the associated storage device and the firing line, wherein the two storage devices are positioned at opposite sides of the drill floor.
In an embodiment the rig comprises an operator's cabin that is stationary mounted, e.g. on the foundation.
In an embodiment the tubulars racker device comprises: a vertical rails mounted on said tower, one or more motion arm assemblies mounted on said vertical rails, wherein each motion arm assembly comprises a base that is vertically mobile along said vertical rails by a vertical drive including a motor, and a motion arm connected to said base, the motion arm of at least one arm assembly being provided with a tubular gripper member connected to said arm.
For example the motor of the vertical drive of at least one motion arm assembly supporting a tubular gripper member is connected to a heave motion compensation controller to simulate a heave motion synchronization of the tubular gripper member.
In an embodiment the rig comprises a roughneck system with a vertical rails, and a motion arm assembly mounted on said vertical rails, wherein the motion arm assembly comprises a base that is vertically mobile along said vertical rails by a vertical drive including a motor, and a motion arm connected to said base, the motion arm of at least one arm assembly being provided with a roughneck. For example the motor of the vertical drive is connected to a heave motion compensation controller to simulated a heave motion synchronization of the roughneck.
In an embodiment the vertical rails comprises a vertical toothed rack, with a mobile base of a motion arm assembly having one or more motor driven pinions engaging the toothed rack.
In an embodiment the motion arm is a telescopic extensible arm, the arm having a first arm segment which is connected to the base via a vertical axis bearing allowing the motion arm to revolve about said vertical axis. In a structurally simple embodiment the vertical axis forms the only axis of revolution of the arm. The arm further comprises one or more telescoping additional arm segments, e.g. with interposition of a hydraulic cylinder to cause the extension and retraction of the arm.
In an embodiment the rig comprises a well center tools storage structure that is adapted to store therein the one or more well center tools that are connectable to the motion arm of a motion arm assembly.
The present invention also relates to a method for performing test wherein use is made of a Land based dynamic sea motion simulating test drilling rig according to claim 1, possibly with one or more of the optional features discussed herein, and wherein the motion drive imparts a cyclic pivoting motion about the at least one, or only one, horizontal pivot axis to the assembly of the drilling tower, drilling tubulars storage, and tubulars racker device in order to simulate said assembly being subjected to sea state induced motion.
The present invention also relates to a method wherein during said cyclic pivoting of the assembly one or more of the following actions are performed: - assembly of a tubulars string in the firing line, e.g. including lowering the assembled string into the well when present, - disassembly of a tubular string in the firing line, e.g. including raising the string from the well when present, - placement of tubulars, e.g. tubular stands, in the storage device by means of the tubulars racker device. - retrieval of tubulars, e.g. tubular stands, from the storage device by means of the tubulars racker device,
The present invention also relates to a method wherein during prolonged, e.g. multiple hours or multiple days, a tubular stand is held by said tubular racker device in the firing line whilst the motion drive imparts said cyclic pivoting motion. This test e.g. may reveal long-time behaviour of the tubular racker device.
The present invention also relates to a method wherein the cyclic motion includes a continuous variation of the period of said cyclic motion during a test program.
The present invention also relates to a method wherein the well is filled with a substrate, e.g. sand or water, and wherein a tubulars string is lowered into said well and/or raised from said well, e.g. the string having a drilling head to drill a wellbore in the substrate, said lowering/raising being done whilst the motion drive imparts said cyclic pivoting motion.
The present invention also relates to a method for designing a component of a drilling rig as discussed herein, wherein a prototype of said component is mounted in said drilling rig and subjected to a one or more tests using said drilling rig with said cyclic pivoting motion, the prototype being removed and analysed, the results being used in the design process.
The invention will now be discussed with reference to the drawings. In the drawings:
Fig. 1 shows schematically a land based dynamic sea motion simulating test drilling rig according to the invention,
Fig. 2 shows the test drilling rig of figure 1 in a different direction, as well as the well,
Fig. 3 shows in perspective view an example of the test drilling rig according to figure 1,
Fig. 4 shows a racker assembly of rig of figure 3,
Fig. 5 illustrates the handling of a tubular by means of the racker assemblies with the lower assembly supporting an iron roughneck device.
With reference to the drawings a land based dynamic sea motion simulating test drilling rig 1 will be described.
The rig 1 comprises a soil bound foundation 2, e.g. a pile foundation comprising multiple piles (not shown) and a concrete foundation bed connected to said piles, e.g. concrete piles.
The rig 1 further comprises a pivot structure 3 that is secured to the foundation 2. As is preferred, the pivot structure 3 provides a single horizontal pivot axis 4. A motion base 5 is mounted on the pivot structure 3 and is pivotable about the horizontal pivot axis 4 relative to the foundation 2, e.g. allowing to simulate sea state induced roll motion when the rig would be installed appropriately on a floating drilling vessel. A drilling tower 10 is erected on the motion base. Here, as discussed herein, the tower has a tower structure embodied as a mast with a firing line 6 alongside and to the outside of the mast 10. The mast 10 has a foot that is secured to the pivotal motion base 5.
The drilling tower 10 is provided with a hoisting device that is adapted to manipulate a drill string section in the vertical firing line 6.
The hoisting device comprises a hoisting winch 11 and cable 12 connected to winch 11. A travelling block 13 is suspended from the cable 12, e.g. with a multiple fall arrangement between crown block 15 and the travelling block 13.
The travelling block 13, as is preferred, supports a trolley 16 that is guided along vertical rails 17, 18 extending along the side of the mast 10 facing the firing line 6. The trolley 16 carries a rotary topdrive device 18 that is adapted to impart rotary drive to a drill string section.
The rig 1 further comprises a drilling tubulars storage, here a rotary storages 20, 21, that are each adapted for vertical storage of drilling tubulars, e.g. drill pipe stands. The tubulars storages 20, 21 are of the known carousel type in this example, but other embodiments with parallel setback slots are also envisaged. In an embodiment the rig 1 only has one such rotary storage, e.g. with a small stationary storage replacing the other rotary storage shown herein.
The drilling tubulars rotary storage rack 20, 21 is rotatable mounted so as to rotate about a vertical axis.
As is known in the art the drilling tubulars rotary storage rack 20, 21 includes slots for the storage of multiple tubulars in each drilling tubulars rotary storage rack in vertical orientation. As is known in the art the rack 20, 21 here includes a central vertical post and multiple disc members at different heights of the post, at least one disc being a fingerboard disc having tubulars storage slots, each slot having an opening at an outer circumference of the fingerboard disc allowing to introduce and remove a tubular from the storage slot. It is envisaged that in a preferred embodiment the tubulars rest with their lower end on a lowermost disc member. In the example shown it is envisaged that triple stands are stored in the rack 20, 21. The diameter of rack may be about 8 meters. A drive motor is present for drilling tubulars rotary storage rack 20, 21 that allow to rotate the drilling tubulars storage rack about its vertical axis.
The rig 1 also comprises a tubulars racker device, here two such devices 140, 140’, each arranged and configured to move drilling tubulars between the drilling tubulars storage device 20, 21 and the firing line 6 allowing for assembly and disassembly of a drill string section in the firing line. Here the two tubular racking devices 140 and 140’ are each mounted at a corner of the mast 10.
The rig 1 further comprises a motion drive 50 adapted to impart cyclic pivoting motion about the horizontal pivot axis 4 to the assembly of the drilling tower 10, drilling tubulars storages 20, 21, and tubulars racker devices 140, 140’ in order to simulate this assembly being subjected to sea state induced motion, e.g. to roll motion.
The motion drive 50 comprises a strut 51 having an upper end pivotally attached to the drilling tower 10 at an elevated position thereof and having a lower end pivotally attached to a drive motor device 52. For example the drive motor device comprises a motor driven rocker arm 53 that is pivotally connected to the strut 51 and adapted to perform a cyclic rocking motion about a horizontal rocker arm axis 54.
The motion drive may be adapted to impart a cyclic pivoting motion having a period in a range between 2 and 30 seconds.
The motion drive may be adapted to impart a cyclic pivoting motion having a pivot angle relative to vertical of at least +/-1°.
As is preferred the single horizontal pivot axis 4 intersects the firing line 6.
The rig further comprises or is associated with a well 60 that is sunken into the soil at a position aligned with the firing line 6, e.g. a concrete lined well. The well 60 has a diameter greater than of drilling tubulars storable in the tubulars storage device, e.g. a diameter of at least one meter. A drill floor 25 may be provided, having a well center or opening therein through which a drill string passes into the well 60, along the firing line 6.
As is preferred each racking device 140, 140’ has multiple, here three motion arm assemblies. Here a lower first racker motion arm assembly 141, 141’, a second racker motion assembly 142, 142’, operable at a greater height than the first tubular racker assembly, and a third well center tool motion arm assembly 143, 143’.
Each set of motion arm assemblies is arranged on a common vertical rails 145, 145’ that is fixed to the mast 4, here each at a corner thereof.
As can be best seen in the depiction of figure 4, a drill pipe multi-joint tubular 115 is held by racker assemblies 142’ and 141’ in the firing line 6, thereby allowing to connect the tubular stand 115 to the drill string supported, e.g., by drill sting slip device 130. Each of said assemblies 142’ and 141’ carries a tubular gripper member 142’t and 141 ’t at the end of the motion arm of the assembly. Instead of both assemblies carrying a gripper member it is also possible that only one arm is provided with a gripper member that supports the weight of the gripped tubular and the other arm carries a centralizer that holds the tubular in the upright position.
The lower motion arm assembly 143 of the other racker device 140 carries an iron roughneck device 150, here with a spinner 151 thereon as well.
The motion arm 141m is here embodied a telescopic extensible arm, the arm having a first arm segment 141m - 1 which is connected to the base 141b via a vertical axis bearing 147 allowing the motion arm 141m to revolve about this vertical axis. As is preferred this vertical axis forms the only axis of revolution of the motion arm. The motion arm has two telescoping additional arm segments 141m-2 and 141m-3, with the outer arm segment being provided with a connector 148 for a tubular gripper 141’t and/or a well center tool (e.g. iron roughneck device 150).
Close to or on the drill floor the rig may have a well center tools storage structure that is adapted to store therein the one or more well center tools, e.g. an iron roughneck device 150, 150’ that are connectable to the motion arm of the lowermost motion arm assembly 143, 143’.
Each tubular racking device comprises a vertical guide rail 145 onto which corresponding guide members of the base 141b of each tubular racker assembly engage. In this example the base 141b carrier four sets of each three rollers 149 of which two rollers 149 ride along opposed faces of a flange of the rails 145 and one roller rides along a lateral side of the flange.
The racking device further comprises a vertical toothed rack 160 arranged parallel to this vertical guide rails 145. Here the toothed rack 160 is mounted on the rail 145, here on a front plate of the rail between the two flanges of the rail 145.
The base 141b of the tubular racker assembly 141 is provided with one or more, here two, pinions engaging with this vertical toothed rack. The base is provided with one or more motors 162, here two, driving the pinions, so as to allow for a controlled vertical motion of the racker assembly 141.
As is preferred the one or more motors 162 driving the one or more pinions are electric motors.
The motion arm assembly 143 holds iron roughneck device 150 above the well center for make-up or breaking up of connections between tubulars in the firing line 5. At the same time the other motion arm assembly 143’ can be equipped with a second iron roughneck device, which is then already prepared for handling different diameter tubulars.
As is preferred due to weight considerations the mast of the tower structure is a latticed tower structure and the firing line 6 is outside of and alongside a side of the tower structure. The side facing the firing line is covered with a panel.
An operator's cabin can be mounted stationary on the foundation.

Claims (15)

1. Een op het land geplaatste testboorinstallatie voor het simuleren van dynamische zeebeweging omvattende: een met de grond verbonden fundament, bijvoorbeeld een paalfundering omvattende meerdere palen, een scharnierconstructie die aan dat fundament is bevestigd, waarbij de scharnier-constructie ten minste één horizontale scharnieras verschaft, een beweegbare basis die op de scharnierconstructie is aangebracht en om de ten minste ene horizontale scharnieras ten opzichte van de fundatie scharnierbaar is, bijvoorbeeld door de conditie van de zee veroorzaakte rolbeweging simulerend, een boortoren die op de beweegbare basis is geplaatst en een voet heeft die aan de beweegbare basis is bevestigd, waarbij de boortoren is voorzien van een hijsinrichting die is ingericht om een boorstrengsectie in een verticale vuurlijn te manipuleren, een opslag voor boorprocesbuizen die is ingericht voor het verticaal opslaan van bij een boorproces gebruikte buizen, bijvoorbeeld samengestelde boorprocesbuizen, welke boorprocesbuizenopslag aan de beweegbare basis is bevestigd, een verplaatsingsinrichting voor boorprocesbuizen die is opgesteld en ingericht om boorprocesbuizen te verplaatsen tussen de boorprocesbuizenopslag en de vuurlijn om het mogelijk te maken een boorstrengsectie in de vuurlijn op te bouwen of uit elkaar te nemen, een bewegingsaandrijving die is ingericht om een cyclische scharnierende beweging om de ten minste ene horizontale scharnieras op te leggen aan het samenstel van de boortoren, boorprocesbuizenopslag, en boorprocesbuizenverplaatsingsinrichting ten einde te simuleren dat dat samenstel onderworpen is aan door de conditie van de zee opgewekte beweging.A land-based test drill installation for simulating dynamic sea movement comprising: a foundation connected to the ground, for example a pile foundation comprising a plurality of piles, a hinge construction attached to said foundation, the hinge construction providing at least one horizontal hinge axis , a movable base mounted on the hinge construction and pivotable with respect to the foundation about the at least one horizontal hinge axis, for example simulating rolling motion caused by the condition of the sea, a derrick placed on the movable base and having a foot which is attached to the movable base, the derrick being provided with a hoisting device adapted to manipulate a drill string section in a vertical fire line, a storage for drilling process tubes that is adapted for vertically storing tubes used in a drilling process, for example composite drilling process tubes izen, which drilling process tube store is attached to the movable base, a drilling process tube displacement device arranged and arranged to move drilling process tubes between the drilling process tube store and the firing line to make it possible to construct or disassemble a drill string section in the firing line, motion drive adapted to impose a cyclic pivotal movement about the at least one horizontal pivot axis on the derrick assembly, drilling process tube storage, and drilling process tube displacement device to simulate that that assembly is subjected to movement generated by the condition of the sea. 2. Boorinstallatie volgens conclusie 1, verder omvattende een put die in de grond verzonken is en is uitgelijnd met de vuurlijn, bijvoorbeeld een met beton beklede put, bijvoorbeeld waarbij de put een diameter heeft die groter is dan van de boorprocesbuizen die kunnen worden opgeslagen in de boorprocesbuizenopslaginrichting.2. Drilling rig as claimed in claim 1, further comprising a well sunk into the ground and aligned with the firing line, for example a concrete-covered well, for example wherein the well has a diameter larger than the drilling process pipes that can be stored in the drilling process tube storage device. 3. Boorinstallatie volgens conclusie 1 of 2, waarbij de bewegingsaandrijving is ingericht om een cyclische scharnierbeweging op te leggen met een periode in het gebied tussen 2 en 30 seconden.3. Drilling rig as claimed in claim 1 or 2, wherein the movement drive is adapted to impose a cyclic pivotal movement with a period in the range between 2 and 30 seconds. 4. Boorinstallatie volgens een van de conclusies 1-3, waarbij de bewegingsaandrijving is ingericht om een cyclische scharnierbeweging op te leggen met een scharnierhoek ten opzichte van de verticaal van ten minste +/-1°.Drilling rig as claimed in any of the claims 1-3, wherein the movement drive is adapted to impose a cyclic hinge movement with a hinge angle with respect to the vertical of at least +/- 1 °. 5. Boorinstallatie volgens een van de conclusies 1-4, waarbij de scharnierconstructie een enkele horizontale scharnieras verschaft, die bij voorkeur de vuurlijn snijdt.Drilling rig according to any of claims 1-4, wherein the hinge construction provides a single horizontal hinge axis, which preferably intersects the firing line. 6. Boorinstallatie volgens een van de conclusies 1-5, waarbij de bewegingsaandrijving een verbindingsconstructie omvat die een bovenste einde heeft dat scharnierbaar is bevestigd aan de boortoren op een hoog gelegen plaats daarvan en die een onderste einde heeft dat scharnierbaar is verbonden met een aandrijfmotorinrichting.A drilling rig as claimed in any of claims 1-5, wherein the motion drive comprises a connecting structure that has an upper end pivotally attached to the derrick at a high location thereof and that has a lower end pivotally connected to a drive motor device. 7. Boorinstallatie volgens conclusie 6, waarbij de aandrijfmotorinrichting een door een motor aangedreven zwenkarm omvat die scharnierbaar is verbonden met de verbindingsconstructie en is ingericht om een cyclische zwenkbeweging uitvoeren om een horizontale zwenkarmas.Drilling rig as claimed in claim 6, wherein the drive motor device comprises a motor-driven pivot arm that is pivotally connected to the connecting structure and is adapted to perform a cyclic pivotal movement about a horizontal pivot arm axis. 8. Boorinstallatie volgens een van de conclusies 1-7, waarbij de boortoren één of meer verticale rails omvat en een trolley die verticaal is geleid door de één of meer rails, bijvoorbeeld waarbij de trolley draagt en/of is ingericht om de dragen een roterende topdrive-inrichting die is ingericht om een roterende aandrijving op te leggen aan een boorstrengsec-tie.8. Drilling rig as claimed in any of the claims 1-7, wherein the derrick comprises one or more vertical rails and a trolley which is guided vertically through the one or more rails, for example wherein the trolley carries and / or is arranged to carry a rotating top drive device adapted to impose a rotary drive on a drill string section. 9. Boorinstallatie volgens een van de conclusies 1-8, waarbij de toren een torenconstructie heeft en de vuurlijn zich buiten en langs een zijde van de torenconstructie bevindt, waarbij de to ren constructie bijvoorbeeld een mast is met een gesloten wandomtrek.9. Drilling rig as claimed in any of the claims 1-8, wherein the tower has a tower construction and the firing line is located outside and along one side of the tower construction, the rotating structure being, for example, a mast with a closed wall circumference. 10. Boorinstallatie volgens een van de conclusies 1-8, waarbij de torenconstructie een raamwerktorenconstructie is en de vuurlijn zich buiten en langs de zijde van de torenconstructie bevindt, waarbij bijvoorbeeld een zijde die naar de vuurlijn is gekeerd is afgedekt met een paneel.10. Drilling rig as claimed in any of the claims 1-8, wherein the tower structure is a framework tower structure and the firing line is located outside and along the side of the tower structure, wherein, for example, a side facing the firing line is covered with a panel. 11. Boorinstallatie volgens een van de conclusies 1-10, waarbij de boorprocesbuizenop-slaginrichting een carrousel met verticale as is die is ingericht voor de opslag van boorpro-cesbuizen, bijvoorbeeld boorbuissamenstellen, casingsamenstellen, in verticale oriëntatie daarvan.11. Drilling rig as claimed in any of the claims 1-10, wherein the drilling process tube storage device is a carousel with vertical axis which is arranged for the storage of drilling process tubes, for example drill pipe assemblies, casing assemblies, in vertical orientation thereof. 12. Boorinstallatie volgens een van de conclusies 1-11, waarbij de boorinstallatie een boorvloer en een slipinrichting voor een streng van hoorbuizen omvat, welke slipinrichting is ingericht om het gewicht van de boorprocesbuizenstreng te dragen, bijvoorbeeld een boor-streng, die daarvan langs de vuurlijn is afgehangen, bijvoorbeeld in de put volgens conclusie 2.12. Drilling rig as claimed in any of the claims 1-11, wherein the drilling rig comprises a drilling floor and a string tube hearing device, which slider is adapted to support the weight of the drilling process tube string, for example a drill string, which runs along the firing line is suspended, for example in the well according to claim 2. 13. Boorinstallatie volgens een van de conclusies 1-12, waarbij de boorinstallatie een torenconstructie omvat met de vuurlijn buiten en langs een zijde van de torenconstructie, en waarbij de boorinstallatie twee boorprocesbuizenopslaginrichtingen omvat voor het verticaal opslaan van boorprocesbuizen, welke twee boorprocesbuizenopslaginrichtingen zijn opgesteld aan tegenovergelegen zijden van de torenconstructie die verschillen van de zijde van de vuurlijn, en waarbij de boorinstallatie twee boorprocesbuizenverplaatsingsinrichtingen omvat die elk behoren bij één van de twee opslaginrichtingen, en elk zijn ingericht om boorprocesbuizen tussen de bijbehorende opslaginrichting en de vuurlijn te verplaatsen, waarbij de twee opslaginrichtingen aan tegenovergelegen zijden van de boorvloer zijn opgesteld.A drilling rig according to any of claims 1-12, wherein the drilling rig comprises a tower structure with the firing line outside and along one side of the tower structure, and wherein the drilling rig comprises two drilling process tube storage devices for vertically storing drilling process tubes, which two drilling process tube storage devices are arranged on opposite sides of the tower structure that are different from the side of the firing line, and wherein the drilling rig comprises two drilling process tube moving devices each associated with one of the two storage devices, and each is arranged to move drilling process tubes between the associated storage device and the firing line, the two storage devices are arranged on opposite sides of the drilling floor. 14. Boorinstallatie volgens een van de conclusies 1-12, waarbij de boorinrichting een cabine voor bedieningspersoneel omvat die stationair is opgesteld, bijvoorbeeld op het fundament.14. Drilling rig as claimed in any of the claims 1-12, wherein the drilling device comprises a cabin for operating personnel that is stationary, for example on the foundation. 15. Werkwijze voor het uitvoeren van testen waarbij gebruik wordt gemaakt van een op het land geplaatste testboorinstallatie voor het simuleren van dynamische zeebeweging volgens één van de conclusies 1-14, waarbij de bewegingsaandrijving een cyclische scharnier-beweging om de ten minste ene, of slechts ene, horizontale scharnieras oplegt aan het samenstel van de boortoren, boorprocesbuizenopslag, en boorprocesbuizenverplaatsingsin-richting ten einde de simuleren dat dat samenstel onderworpen is aan door de conditie van de zee veroorzaakte beweging.A method for performing tests using a land-based test drilling rig for simulating dynamic sea movement according to any of claims 1-14, wherein the motion drive is a cyclic hinge movement around the at least one, or only a horizontal pivot axis imposes on the derrick assembly, drilling process tube storage, and drilling process tube displacement device to simulate that that assembly is subject to movement caused by the condition of the sea.
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PCT/NL2015/050732 WO2016064273A1 (en) 2014-10-24 2015-10-22 Land based dynamic sea motion simulating test drilling rig and method
EP15813602.8A EP3209848B1 (en) 2014-10-24 2015-10-22 Land based dynamic sea motion simulating test drilling rig and method
US14/922,828 US9857277B2 (en) 2014-10-24 2015-10-26 Land based dynamic sea motion simulating test drilling rig and method

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