The present disclosure relates to apparatuses and methods to lift and install large-diameter tubulars with a drilling rig. More particularly, the present disclosure relates to apparatuses and methods to raise horizontal sections of large-diameter pipe to mount them atop vertical strings of large-diameter pipe. More particularly still, the present disclosure relates to apparatuses and methods to raise horizontal sections of conductor pipe to install them atop vertical strings of conductor pipe extending into a wellbore and lowering the conductor strings into the wellbore.
Referring to
When assembling a string of tubular members 52 together, the tubular members 52 may be removed from a pipe rack 62 and pulled, or otherwise transported, towards an access opening 64, for example, a v-door, within the derrick 54 of the drilling rig 50. The tubular members 52 may be loaded onto a pipe ramp 66 adjacent to the access opening 64, in which a rigidly mounted end stop 68 may abut the ends of the tubular members 52 to support the tubular members 52 up against access opening 64.
Tubular-shaped goods have a variety of uses in oilfield operations including, but not limited to, drill pipe, drill collars, casing, continuous coiled tubing, and the like. One such tubular-shaped good used in exploration and drilling is conductor pipe. Generally, conductor pipe (e.g., drive pipe) is large-diameter pipe (e.g., between about 50 cm and 122 cm (between 20″ and 48″) in diameter), usually constructed of steel, that extends from the wellhead into the earth or ocean floor. As such, a string of conductor pipe sections (i.e., a conductor string) is typically the first string of “casing” run into the wellbore, and serves to stabilize the sediment surrounding the wellbore to prevent it from caving-in.
Installation of the conductor string may be performed any number of ways. On land, the conductor string may be driven into the ground from above with an impact loading hammer apparatus. In certain locations, excavation may be necessary prior to driving the conductor string into the uncovered sediment. Offshore, conductor strings may similarly be installed, using impact driving and excavation techniques. In undersea environments, conductor strings may be “jetted in”, for example with a pressurized fluid discharged (e.g., seawater) at a distal end of the conductor string displacing the sediment as the conductor string is advanced into the sea floor. Following such a jetting process, an impact driving process may be performed to force the conductor string further into the sea floor, if desired. Additionally or alternatively, in undersea environments, conductor strings may be “sucked” into the sea floor by filling the string with water, sealing the conductor string, and then pumping, or evacuating, the trapped water from the inner bore of the conductor string. As the water is removed from the sealed bore of the conductor string, the conductor is plunged deeper into the sea floor as the sea floor sediment replaces the evacuated water. Following such a suction process, an impact driving process may be performed to force the conductor string further into the sea floor, if desired. Alternatively, impact driving may be performed simultaneously as the conductor string is jetted or sucked into the sea floor.
While conductor strings are relatively the largest (diameter) and shortest (length) strings of casing used to case a wellbore, the strings are still long enough to be assembled from several sections, or joints, of conductor pipe. As such, because of their large diameter and desired permanent placement about the wellbore, conductor strings are typically assembled, on site, from several joints of conductor pipe 20-40 feet long, and may be threaded or welded together end-to-end.
Historically, assembling strings of conductor pipe on the rig floor has been a difficult and time-consuming process. In one example method, to install a new joint of conductor pipe atop a string conductor pipe already engaged into the wellbore, a series of lifting eyes and handling eyes are preinstalled to the outer periphery of the large diameter and heavy-walled joint of conductor pipe to be added. In particular, a pair of heavy-duty lifting eyes are preinstalled, typically 180° apart near the upper-most end of conductor pipe. Next, at least one single joint handling eye is provided at the opposite end of the conductor pipe segment and aligned radially within one of the heavy duty lift eyes.
As such, using various rigging and sling mechanisms, a crane may secure the bottom end of the horizontal conductor pipe (from a handling eye) while another crane (or the rig draw works) raises the upper end so that the formerly horizontal joint of conductor pipe may be held in a vertical position. Once moved into place atop the string of conductor pipe already engaged into the wellbore (and held in location by its heavy duty lifting eyes), the joint of conductor pipe to be added may be threaded together and/or welded in place to the string already in the wellbore. With the new joint of conductor pipe attached, the single joint handling eye of the former topmost joint may be removed and the entire string of conductor pipe may be supported and lowered by the lifting eyes affixed to the outer profile of the newly-added joint until the lower surface of the heavy duty lifting eyes reaches the rig floor at which time the conductor string is supported via compressive loading between the lower surface of the heavy duty lifting eyes and a temporary support plate at the rig floor. Once the conductor string is stationary, a new add on joint is lifted from the horizontal position, as previously described, to the vertical position and added to the conductor string. Once the add on joint is secured to the conductor string, the conductor string can be lifted via the add-on tubular joint. Once the string of conductor pipe is supported by the heavy duty lifting eyes of the new joint, the handling eyes of the new joint are removed, e.g., to minimize resistance in running the conductor string into the wellbore.
However, the installation and removal of the lifting and handling eyes may be problematic in itself. In many cases, bosses, pre-fabricated with the joint of conductor pipe, contain tapped holes to receive the lifting and handling eyes so that high-strength bolts may be used to transfer the load from the eyes to the joint of conductor pipe. Bosses are typically an external protrusion on the outer surface of the conductor pipe. When it comes time to remove the lifting and handling eyes, the bolts may be removed, however the boss remains. As a machining and welding process, the installation and manufacture of the bosses is both time consuming and expensive. Further, as an upset on the outer profile of the joint of conductor pipe, the bosses may add undesired resistance as the conductor string is driven further into the ground about the proposed wellbore and/or may prevent the sediment from re-settling around the conductor string, e.g., not allowing the sediment to sufficiently retain the conductor string in place. As the bosses are typically welded on and bolted to the lifting and handling eyes, they represent possible failure mechanisms that may disrupt operations should a boss, bolt, or lifting eye fail during the installation procedure.
Alternatively, lifting and handling eyes may be directly welded to the outer profile of the joints of conductor pipe. Following use, the welds may be removed by torch cutting and the outer profile of the conductor pipe may be ground smoother such that little or no resistance to being driven remains. However, depending on regulations for the particular location, “hot work” such as torch cutting, welding and grinding may not be allowed to be performed at particular times on the rig floor. Additionally, the processes to weld, remove, and grind smooth the outer profiles of the joints of conductor pipe may represent a tremendous amount of cost to the tubular segments and time investment. Furthermore, during the removal and grinding process, there is opportunity for the outer profile of the joint of conductor pipe to become damaged to the point where it must be replaced or repaired. Repairing a lower joint of conductor pipe following the installation of an upper joint of conductor pipe would be highly undesirable, and would consume tremendous amounts of time and rig resources.
Apparatuses and methods to simplify the lifting, assembly, and installation of strings of conductor pipe would be well received in the industry. In particular, apparatuses and methods to assemble and install joints of conductor casing without requiring the installation and removal of lifting and handling eyes would be a significant benefit to the industry.
In one aspect, the present disclosure relates to lifting elevator, the lifting elevator including a first elevator segment having a first plurality of slips, a second elevator segment having a second plurality of slips, and a hinge about which both the first elevator segment and the second elevator segment are rotatable with respect to each other, in which the first elevator segment and the second elevator segment each has a swept angle of about 180°, and in which each of the first plurality of slips and the second plurality of slips has a die configured to grip an external surface of a pipe.
According to another aspect, the present disclosure relates to a method, the method including opening a first elevator segment and a second elevator segment of a lifting elevator about a hinge connecting the first elevator segment and the second elevator segment, in which the first elevator segment and the second elevator segment each has a swept angle of about 180°, tilting the lifting elevator to a non-vertical position, receiving a non-vertical joint of pipe within the opened, tilted lifting elevator, closing the first elevator segment and the second elevator segment of the lifting elevator around the non-vertical joint of pipe, gripping the non-vertical joint of pipe with a plurality of slips of the lifting elevator, lifting the gripped, non-vertical joint of pipe to a vertical position using the lifting elevator, positioning the vertical joint of pipe atop a conductor string, attaching the vertical joint of pipe to the conductor string, and supporting the joint of pipe and the conductor string with the lifting elevator.
According to another aspect, the present disclosure relates to a lifting elevator including a first elevator segment having a first plurality of slips, a second elevator segment rotatably coupled to the first elevator segment, the second elevator segment having a second plurality of slips, a third elevator segment rotatably coupled to the first elevator segment, the third elevator segment having a third plurality of slips, a first hinge about which the first elevator segment and the second elevator segment are rotatable with respect to each other, and a second hinge about which the first elevator segment and the third elevator segment are rotatable with respect to each other, in which each of the first plurality of slips, the second plurality of slips, and the third plurality of slips has a die configured to grip an external surface of a pipe.
Other aspects and advantages of the disclosure will be apparent from the following description and the appended claims.
Features of the present disclosure will become more apparent from the following description in conjunction with the accompanying drawings.
Apparatuses and methods disclosed herein relate to the assembly and installation of strings of large-diameter tubulars. While strings of conductor pipe are discussed in conjunction with the embodiments described below, it should be understood that various types (and sizes) of tubular items may be handled, assembled, and installed in accordance with the embodiments described below.
The following is directed to various exemplary embodiments of the disclosure. Although one or more of these embodiments may be preferred, the embodiments disclosed should not be interpreted, or otherwise used, as limiting the scope of the disclosure, including the claims. In addition, those having ordinary skill in the art will appreciate that the following description has broad application, and the discussion of any embodiment is meant only to be exemplary of that embodiment, and not intended to suggest that the scope of the disclosure, including the claims, is limited to that embodiment.
Certain terms are used throughout the following description and claims to refer to particular features or components. As those having ordinary skill in the art will appreciate, different persons may refer to the same feature or component by different names. This document does not intend to distinguish between components or features that differ in name but not function. The figures are not necessarily to scale. Certain features and components herein may be shown exaggerated in scale or in somewhat schematic form and some details of conventional elements may not be shown in interest of clarity and conciseness.
In the following discussion and in the claims, the terms “including” and “comprising” are used in an open-ended fashion, and thus should be interpreted to mean “including, but not limited to . . . .” Also, the term “couple” or “couples” is intended to mean either an indirect or direct connection. Thus, if a first component is coupled to a second component, that connection may be through a direct connection, or through an indirect connection via other components, devices, and connections. Further, the terms “axial” and “axially” generally mean along or parallel to a central or longitudinal axis, while the terms “radial” and “radially” generally mean perpendicular to a central longitudinal axis.
Referring initially to
Further, it should be understood that lifting lugs 138A, 138B may be constructed as continuous circular (or other) profiles.
Additionally, lifting rings 104A, 104B may be constructed as hinged and segmented rings such that they may be opened and closed laterally around the joint of conductor pipe 102 without needing to be slid over the ends. In particular, in cases where joints of conductor pipe 102 are laying directly on the floor of the rig or in the pipe rack, it may not be possible to slide rings 104A, 104B over the ends of layed pipe without lifting the conductor pipe 102 a sufficient amount to allow the thickness of lifting rings 104A, 104B thereunder. As such, segmented, openable, and closeable lifting rings 104A, 104B may allow the joint of conductor pipe 102 to be “grabbed” from above and lifted. Furthermore, the mechanisms of lifting rings 104A, 104B may be such that the segments of each ring 104A, 104B are tended to be closed as tension from lines 106A, 106B increases. Thus, for a joint of conductor pipe 102 laying on the floor, lifting rings 104A and 104B may be hingedly placed around the joint of pipe 102, but may not be able to fully close with pipe 102 laying on the floor. As lines 106A, 106B are pulled from point 108, rings 104A, 104B may be pulled fully closed as pipe 102 is lifted from the floor.
Finally, while lifting lugs 138A, 138B are shown schematically, it should be understood that various lifting methods and apparatus, for example, but not limited to, lifting slings, chains, and other rigging may be used in place of the simple schematic view shown in
Referring now to
Referring now to
Referring now to
Referring now to
Furthermore, when in the closed position (shown), the inner profile 132 of the halves 126A, 126B of the segmented ring is generally circular in shape and includes a plurality of slip assemblies 134 spaced at generally equal radial positions (at a common axial location) thereabout. As shown, each slip assembly 134 includes a die, e.g., gripping surface, 136 configured to “bite” into contact with joints of conductor pipe (e.g., 102) and assembled conductor pipe string 112. Those having ordinary skill in the art will appreciate that slip assemblies 134 may be designed on inclined planes such that the grip diameter (i.e., the average inner diameter among the slip assemblies 134) of the slip assemblies 134 decreases as the slip assemblies are thrust downward. In one embodiment, a single “timing ring” axially actuates all slip assemblies 134 simultaneously so that the grip diameter of the elevator 118 is relatively consistent. The timing ring may be thrust hydraulically, pneumatically, mechanically, or through any type of actuator known to those having ordinary skill in the art. Thus, as slip assemblies 134 (and dies 136) are activated to engage the outer profile of conductor pipe string 112, additional downward thrusting of the conductor string 112 (e.g., from the weight of the string 112) acts to increase the amount of “bite” dies 136 exhibit into conductor pipe string 112. Those having ordinary skill in the art will appreciate that slip assemblies 134 of elevator 118 may be activated and actuated using various methods and mechanisms available including, but not limited to, electrical activation, hydraulic activation, pneumatic activation, and mechanical activation.
Referring now to
Referring now to
Referring now to
Referring now to
Further, in one or more embodiments, the lifting elevator 1218 may include a pair of lifting lugs. For example, as shown in
Further, in one or more embodiments, one or more slings or bail retainers 1225 may be removably coupled to the lifting elevator 1218. For example, as shown, the bail retainer 1225 is coupled to the second elevator segment 1226B through the lifting lug 1238 and by way of a first bolt 1245 and a second bolt 1247. Specifically, in one or more embodiments, each of the bail retainer 1225 coupled to each of the first lifting lug and the second lifting lug may be coupled to the first elevator segment 1226A and the second elevator segment 1226B, respectively, by way of a connecting mechanism, such as a bolt, screw, and/or nut combination, or by way of any other connecting means known in the art. As such, in one or more embodiments, the bail retainer 1225 may be removably coupled to the first elevator segment 1226A and the second elevator segment 1226B, respectively, e.g., through the first lifting lug and the second lifting lug, without having to weld the bail retainer 1225 onto the lifting elevator 1218. Moreover, in one or more embodiments, the first lifting lug and the second lifting lug may formed onto the first elevator segment 1226A and the second elevator segment 1226B, respectively, without having to weld the lugs onto the lifting elevator 1218.
Furthermore, when the elevator 1218 is in the closed position, i.e., as shown in
In one embodiment, a timing ring 1220 may axially actuate all slip assemblies 1234 simultaneously so that the grip diameter of the elevator 1218 is relatively consistent. The timing ring 1220 may include bifurcated segments coupled to each of the first elevator segment 1226A and the second elevator 1226B, respectively. In one or more embodiments, the timing ring 1220 may contact, either directly or indirectly, the slip assemblies 1234 and may be used to actuate and deactuate the slip assemblies 1234 of the lifting elevator 1218 together when the lifting elevator 1218 is in the closed position. The timing ring 1220 may be thrust hydraulically, pneumatically, mechanically, or through any type of actuator known to those having ordinary skill in the art. Thus, as slip assemblies 1234 (and dies 1236) are activated to engage the outer profile of conductor pipe string, additional downward thrusting of the conductor string (e.g., from the weight of the conductor string) acts to increase the amount of “bite” dies 1236 exhibit into conductor pipe string. Those having ordinary skill in the art will appreciate that slip assemblies 1234 of elevator 1218 may be activated and actuated using various methods and mechanisms available including, but not limited to, electrical activation, hydraulic activation, pneumatic activation, and mechanical activation. In one or more embodiments, actuators may be disposed in each of the first elevator segment 1226A and the second elevator segment 1226B and may be used to actuate the timing ring 1220.
Referring now to
Furthermore, as shown, the hinge assembly of the lifting elevator 1318 includes a first pin 1327 extending through the link 1355 and coupling the link 1355 to the first elevator segment 1326A, and a second pin 1328 extending through the link 1355 and coupling the link 1355 to the second elevator segment 1326B. In one or more embodiments, the second pin 1328 may be functionally equivalent to the hinge 128 discussed above with reference to
Moreover, as shown in
Further, as shown, the lifting elevator 1318 may include a latch 1360 and a backstop 1361. In one or more embodiments, the latch 1360 may be coupled to either the first elevator segment 1326A or the second elevator segment 1326B and may be used to lock the lifting elevator 1318 in the closed position to secure a joint of pipe (e.g., the joint of pipe 1402 shown in
Referring now to
Further, in one or more embodiments, the first elevator segment 1426A of the lifting elevator 1418 has a swept angle of about 180°, and each of the second elevator segment 1426B and the third elevator segment 1426C has a swept angle of about 90°. Moreover, in one or more embodiments, a first lifting lug 1438A and a second lifting lug 1438B may be formed on the first elevator segment 1426A and may be used to lift the lifting elevator 1418 and may bear the weight of the lifting elevator 1418 as well as the weight of the joint of pipe 1402 and a conductor string that may include the joint of pipe 1402.
Moreover, in one or more embodiments, the semi-circular actuator ring 1471 of the lifting elevator 1418 may include a first segment link closure 1472A and a second segment link closure 1472B coupled thereto. In one or more embodiments, the first segment link closure 1472A may also be coupled to the second elevator segment 1426B, and the second segment link closure 1472B may also be coupled to the third elevator segment 1426C. As such, once the lifting elevator 1418 is lowered over a length of horizontally oriented pipe, the semi-circular actuator ring 1471 may be pushed towards a throat of the elevator, and the first segment link closure 1472A and the second segment link closure 1472B may pull the second elevator segment 1426B and the third elevator segment 1426C, respectively, into the closed position.
Referring now to
Further, in one or more embodiments, the first elevator segment 1526A of the lifting elevator 1518 has a swept angle of about 180°, and each of the second elevator segment 1526B and the third elevator segment 1526C has a swept angle of about 90°. Moreover, in one or more embodiments, a first lifting lug 1538A and a second lifting lug 1538B may be formed on the first elevator segment 1526A and may be used to lift the lifting elevator 1518 and may bear the weight of the lifting elevator 1518 as well as the weight of the joint of pipe 1502 and a conductor string that may include the joint of pipe 1502.
Moreover, in one or more embodiments, the lifting elevator 1518 may include a first actuator 1562A coupled to the first elevator segment 1526A and the second elevator segment 1526B, and a second actuator 1562B coupled to the first elevator segment 1526A and the third elevator segment 1526C. In one or more embodiments, the first actuator 1562A may be coupled to the first elevator segment 1526A and the second elevator segment 1526B via pad eyes 1524A, and the second actuator 1562B may be coupled to the first elevator segment 1526A and the third elevator segment 1526C via pad eyes 1524B. In one or more embodiments, the first actuator 1562A and the second actuator 1562B may be used to move the second elevator segment 1526B and the third elevator segment 1526B, respectively, between an open position (as shown in
Referring now to
The mating relationship between the recess 1622 of the first body segment 1621A and the protrusion 1623 of the second body segment 1621B of the timing ring 1620 may both body segments of the timing ring 1620 to move together. As shown in
Advantageously, embodiments disclosed herein allow an elevator to engage and lift a (e.g., horizontally laying) joint of conductor pipe without requiring the elevator to be slid over a free end of the joint of conductor pipe. Furthermore, embodiments disclosed herein depict a method by which joints of conductor pipe may be assembled and thrust into the wellbore without the need for welded and/or bolted lifting eyes to be installed and removed from each joint of conductor pipe. Pursuant thereto, embodiments disclosed herein reduce likelihood that individual joints of conductor pipe may become damaged during assembly and installation processes. For example, a backstop may be coupled to the lifting elevator and may be configured to abut a joint of pipe and prevent the joint of pipe from directly contacting a first elevator segment and/or a second elevator segment at particular portions within the lifting elevator. Advantageously still, embodiments disclosed herein allow cylindrical joints of conductor pipe having no lifting features, e.g., upsets on the outer diameter of the pipe) to be lifted from a non-vertical position in a pipe rack or another rig location, grasped by a lifting elevator, rotated into a vertical position, and installed atop a string of conductor pipe.
While the disclosure has been presented with respect to a limited number of embodiments, those skilled in the art, having benefit of this disclosure, will appreciate that other embodiments may be devised which do not depart from the scope of the present disclosure. Accordingly, the scope of the invention should be limited only by the attached claims.
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20150361738 A1 | Dec 2015 | US |
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61219328 | Jun 2009 | US |
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Parent | 12819703 | Jun 2010 | US |
Child | 13790490 | US |
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Parent | 13790490 | Mar 2013 | US |
Child | 14834352 | US |