CA2548342C - Load bearing support structure for rigs above a wellhead - Google Patents
Load bearing support structure for rigs above a wellhead Download PDFInfo
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- CA2548342C CA2548342C CA002548342A CA2548342A CA2548342C CA 2548342 C CA2548342 C CA 2548342C CA 002548342 A CA002548342 A CA 002548342A CA 2548342 A CA2548342 A CA 2548342A CA 2548342 C CA2548342 C CA 2548342C
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Abstract
A support structure for a rig above a wellhead, such as a snubbing unit, is provided which directs loads from the rig into the ground to minimize stress on the wellhead components. The support structure generally comprises a support plate to be secured onto a wellhead and onto which the rig is secured and at least three ground engaging members distributed around and connected to the support plate, with the ground engaging members accepting the load placed on the support plate. The ground engaging members can be independently vertically adjustable, such as jack stands, for distributing the load between the ground engaging members. The support structure can also be adapted to be movable between a compact shipping position and a deployed operating position.
Description
1 "LOAD BEARING SUPPORT STRUCTURE FOR RIGS ABOVE A
2 WELLHEAD"
3
4 FIELD OF THE INVENTION
The invention relates to rigs above a wellhead, such as snubbing 6 units for manipulating tubing in and out of a well under pressure. More 7 particularly, specific arrangements of the load-bearing support structure for rigs 8 above a wellhead minimize stress on the wellhead components.
BACKGROUND OF THE INVENTION
11 It is well known to attach a variety of rigs such as hydraulically 12 operated rigs above a wellhead. For example, snubbing units are known in the 13 oil and gas industry for facilitating access to a well which is under pressure 14 including, for example, well operations such as well completions. A
snubbing unit includes structure and equipment above a wellhead for manipulating tubular 16 components such as pipe, tubing, and bottom hole assemblies (BHA) in and out 17 of a well while controlling the well under pressure. Wellhead components are 18 not conventionally equipped to deal with the manipulation of tubular components 19 therethrough. Therefore, additional equipment in cooperation with the snubbing unit provides additional sealing and physical handling components which are 21 required to handle tubular components, which may be either heavy tubular 22 components which tend to fall into the well, termed "pipe heavy", or which can be 23 upwardly energized for ejection from the well under pressure, termed "pipe light".
24 Snubbing units are either rig-mounted or stand alone units.
Generally, a stand alone snubbing unit is supported on a structure that is in turn 1 supported from the wellhead. A wellhead comprises structure which provides 2 the interface between fluids in the well, the surface equipment and the 3 environment. Wellhead integrity is critical. Wellheads include blowout 4 preventors (BOPs) and other fluid-control devices, the success of which depends on the integrity of the wellhead. Conventionally, the snubbing structure places 6 significant loading on the wellhead which is not related to its primary task of 7 containing well fluids. Loading includes vertical gravity loads, working loads and 8 lateral wind loading.
9 Threaded wellhead connections, such as casing bowls that are screwed to the casing, are particularly vulnerable to bending loads imposed on 11 the wellhead. Additional aspects that contribute to loading on the wellhead 12 include difficulties with proper leveling of the snubbing unit.
13 There is, therefore, a need in the art for an improved load bearing 14 support for rigs above a wellhead such as a snubbing unit.
2 A support structure for a rig above a wellhead, such as a snubbing 3 unit, is provided which accepts loads from the rig and directs the loads into the 4 ground which would otherwise be directed to and supported by the wellhead.
The support structure thereby minimizes stress on the wellhead components, 6 including those particularly vulnerable to bending loads imposed by the rig, such 7 as threaded wellhead connections.
8 The support structure generally comprises a support plate to be 9 secured onto a wellhead and onto which a rig is secured, and at least three ground engaging members distributed around the support plate and connected 11 thereto. The ground engaging members accept the load placed on the support 12 plate and direct the load into the ground to thereby reduce the load of the rig on 13 the wellhead. The support plate also forms a passageway for receiving tubular 14 members therethrough between the rig and the wellhead.
Preferably, each of the ground engaging members is independently 16 vertically adjustable for distributing the load between the ground engaging 17 members. In one embodiment, the ground engaging members are jack stands 18 connected the support plate by outrigger arms. The jack stands can include a 19 vertical adjustment post connected between the jack and the outrigger arm for additional vertical positioning. Each of the outrigger arms and the jack stands 21 can also be pivotally connected so as to enable the support structure to be 22 moved between a compact shipping position and a deployed operating position.
23 The structure can be employed as an overall system of a snubbing 24 unit, the support structure, and optionally guylines between the snubbing unit and the support structure.
2 In drawings which are intended to illustrate embodiments of the 3 invention and which are not intended to limit the scope of the invention:
4 Figure 1 is an elevational view of one embodiment of a load bearing support structure in accordance with the present invention, with the 6 support structure in use with a snubbing unit;
7 Figure 2 is a perspective view of the load bearing support structure 8 of Fig.1;
9 Figure 3 is a graphical analysis of the effect of the relationship between wind speed and the vertical capacity of a load bearing support structure 11 in accordance with the present invention;
12 Figure 4a is an elevational view of the load bearing support 13 structure of Fig. 2 with the feet in a non-extended position, and showing 14 extendable positioning of the feet;
Figure 4b is a top plan view of a load bearing support structure of 16 Fig. 2;
17 Figure 5a corresponds to Fig. 4a and with the load bearing support 18 structure folded into a compact shipping position;
19 Figure 5b corresponds to Fig. 4b and with the load bearing support structure folded into a compact shipping position;
21 Figure 6a is a partial side elevational view of a load bearing 22 support structure according to another embodiment of the present invention 23 having an alternate flange detail and shown coupled to a snubbing unit and a 24 wellhead; and Figure 6b is a top plan view of the support plate and flange of Fig.
6b.
2 With reference to Fig. 1, a stand-alone snubbing unit 10 with 3 snubbing components 11 mounted therein is mounted to a wellhead 12 4 extending from the ground 14 and including standard wellhead components, a casing bowl being shown. The snubbing unit 10 is supported on a load bearing 6 apparatus or support structure 20, with the load being generally distributed into 7 the ground 14 as indicated by the arrows.
8 The support structure 20 accepts loads from the snubbing unit 10, 9 or other rigs above a wellhead, the load being previously directed to and supported by the wellhead 12. The snubbing unit 10 is secured to the support 11 structure 20 and the support structure 20 is secured to the wellhead 12.
12 As shown in Fig. 2, the support structure 20 comprises a frame or 13 support plate 22 and three or more ground engaging members, generally 14 designated as 24, distributed around and connected to the support plate 22.
The support plate 22 is adapted to be secured to each of the snubbing unit and the 16 wellhead and forms a passageway 26 for receiving tubular members 17 therethrough.
18 With further reference to Figs. 6a and 6b, the support plate 22 can 19 include a flange 27 securely set into the passageway 26. The flange 27 forms an upper face 29a for coupling to the snubbing unit 10 thereabove and a lower 21 face 29b for coupling to a wellhead 12 below. The lower face 29b can be 22 coupled directly or indirectly, such as via a blowout preventor located 23 intermediate the support plate 22 and a casing bowl of the wellhead. The upper 24 and lower flange faces 29a, 29b can be coupled to the adjacent structure such as by bolts 30 or studs 31 (Fig. 2) or other suitable means. The flange 27 can be 1 any suitable flange, such as a conventional American Petroleum Institute (API) 2 approved flange, and can be securely set into the plate by welding the flange to 3 a beveled edge of the support plate or other means as would be apparent to one 4 skilled in the art.
Generally, the ground engaging members 24 accept load placed on 6 the support plate 22 by the snubbing unit 10 and are preferably vertically 7 adjustable for engaging the ground 14 and distributing the load between the 8 ground engaging members 24.
9 In one embodiment, the support structure 20 takes vertical loads off the wellhead 12, and is particularly useful in protecting threaded wellheads to 11 minimize the likelihood of overloading the threaded wellhead connection.
For 12 example, in the embodiment shown having four ground engaging members 24 13 extending from four corners of a square support plate 22, the support structure 14 20 supports a total vertical capacity of 30,000 Ibs equally distributed over the support structure 20 at each of the four corners. The allowable stress values 1& were determined using the American Institute of Steel Construction (AISC) 17 Allowable Stress Design handbook.
18 In another embodiment, and as seen in Fig. 1, the supporting 19 structure 20 also laterally stabilizes the snubbing unit 10 such as by with guyline 32 connected between the snubbing unit 10 and the support structure 20, rather 21 than the prior art approach of guying from the snubbing unit to external anchors.
22 Thus, a freestanding system of snubbing unit 10 and support structure 20 23 results.
24 With reference to Fig. 3, an analysis was performed to relate the wind speed and force to the stabilizing capacity of the support structure 20 in use 1 as generally shown in Fig. 1. A graphical representation demonstrates the 2 relationship between the allowable wind speed and the maximum vertical 3 capacity for the support structure 20. The allowable stress values for the design 4 were determined using the AISC handbook. The general design assumptions include: the wellhead connection 12 that the snubbing unit 10 is sitting on during 6 operation does not move with applied vertical loading; any horizontal loading 7 from the wind is resisted by the wellhead 12 rather than the snubbing frame 10;
8 the reaction loads at the ground 14 by the ground engaging members 24 are 9 equally distributed, and the ground capacity is not exceeded, and the geometry for the guylines 32 and the wind loading is specific to the snubbing unit 10 11 analyzed. If the location of the supporting structure 20, relative to the snubbing 12 unit 10, or the guyline 32 angle changes significantly, the capacity of the system 13 would be reviewed.
14 A means of monitoring the loading on the ground engaging members 24 is recommended, such as pressure pads, to ensure that uneven 16 loading is not applied to the wellhead 12. Overall, the support structure is 17 designed to be suitable for the anticipated loads, wellhead connections, and 18 other parameters, as would be apparent to one skilled in the art.
19 With reference to Fig. 2 and further reference to Figs. 4a, 4b, 5a and 5b, in one embodiment, the ground engaging members 24 are jack stands 21 radially outwardly spaced from the support plate 22 by outrigger arms 36 22 connected therebetween. The outrigger arms 36 are pivotally connected to the 23 support plate 22 so as to be deployed between a compact shipping position 24 (Figs. 5a, 5b) adjacent the support plate 22 and a deployed operating position (Figs. 4a, 4b) extending radially to maximize the footprint of the support structure 1 20. As shown, the outrigger arms 36 are connected about a vertical pivot 38 for 2 movement in the horizontal plane. A pin 39 spaced apart from the vertical pivot 3 38 and extending through the outrigger arms 36 and the support plate 22 locks 4 the outrigger arms 36 in the deployed position.
The jack stands 24 are connected about a horizontal pivot 40 to the 6 outrigger arms 36 to be pivotally movable between a horizontal shipping position 7 (Fig. 5a) adjacent the outrigger arms 36 and a vertical jacking position (Fig. 5a).
8 Each jack stand 24 comprises a manual vertical adjustment post 42 9 and a jack 44. As shown, the jack is a crank-operated jack; however the jack can be any suitable jack, including a hydraulic jack. The adjustment post 42 11 permits manual step-wise positioning of the jack 44 relative to the outrigger arm 12 36 and in use for gross positioning of the jack 44 adjacent the ground 14 or other 13 intermediate support surface. The distal end of the outrigger arm 36 includes a 14 pair of gussets 48 straddling the adjustment post 32. A fastening member 50 such as a bolt or a pin extending through the gusset 48 and one of a plurality of 16 spaced adjustment holes 52, 52, etc. in the vertical adjustment post 42 enables 17 the gross vertical positioning of the jack 44, as well as provides the horizontal 18 pivot 40. Further, a combination of the fastening member 50 and a locking 19 member 54 such as a pin extending through another adjustment hole and the gusset 48 locks the jack 44 and adjustment post 42 in the vertical jacking 21 position.
22 Best shown in Fig. 2, once in position, the jacks 44 are actuated to 23 extend feet 56 to the ground 14 and accept load placed into the support plate 22.
24 Although preferred embodiments of the invention have been described in some detail herein, those skilled in the art will recognize that various substitutions and modifications of the invention may be made without departing from the scope of the invention.
The invention relates to rigs above a wellhead, such as snubbing 6 units for manipulating tubing in and out of a well under pressure. More 7 particularly, specific arrangements of the load-bearing support structure for rigs 8 above a wellhead minimize stress on the wellhead components.
BACKGROUND OF THE INVENTION
11 It is well known to attach a variety of rigs such as hydraulically 12 operated rigs above a wellhead. For example, snubbing units are known in the 13 oil and gas industry for facilitating access to a well which is under pressure 14 including, for example, well operations such as well completions. A
snubbing unit includes structure and equipment above a wellhead for manipulating tubular 16 components such as pipe, tubing, and bottom hole assemblies (BHA) in and out 17 of a well while controlling the well under pressure. Wellhead components are 18 not conventionally equipped to deal with the manipulation of tubular components 19 therethrough. Therefore, additional equipment in cooperation with the snubbing unit provides additional sealing and physical handling components which are 21 required to handle tubular components, which may be either heavy tubular 22 components which tend to fall into the well, termed "pipe heavy", or which can be 23 upwardly energized for ejection from the well under pressure, termed "pipe light".
24 Snubbing units are either rig-mounted or stand alone units.
Generally, a stand alone snubbing unit is supported on a structure that is in turn 1 supported from the wellhead. A wellhead comprises structure which provides 2 the interface between fluids in the well, the surface equipment and the 3 environment. Wellhead integrity is critical. Wellheads include blowout 4 preventors (BOPs) and other fluid-control devices, the success of which depends on the integrity of the wellhead. Conventionally, the snubbing structure places 6 significant loading on the wellhead which is not related to its primary task of 7 containing well fluids. Loading includes vertical gravity loads, working loads and 8 lateral wind loading.
9 Threaded wellhead connections, such as casing bowls that are screwed to the casing, are particularly vulnerable to bending loads imposed on 11 the wellhead. Additional aspects that contribute to loading on the wellhead 12 include difficulties with proper leveling of the snubbing unit.
13 There is, therefore, a need in the art for an improved load bearing 14 support for rigs above a wellhead such as a snubbing unit.
2 A support structure for a rig above a wellhead, such as a snubbing 3 unit, is provided which accepts loads from the rig and directs the loads into the 4 ground which would otherwise be directed to and supported by the wellhead.
The support structure thereby minimizes stress on the wellhead components, 6 including those particularly vulnerable to bending loads imposed by the rig, such 7 as threaded wellhead connections.
8 The support structure generally comprises a support plate to be 9 secured onto a wellhead and onto which a rig is secured, and at least three ground engaging members distributed around the support plate and connected 11 thereto. The ground engaging members accept the load placed on the support 12 plate and direct the load into the ground to thereby reduce the load of the rig on 13 the wellhead. The support plate also forms a passageway for receiving tubular 14 members therethrough between the rig and the wellhead.
Preferably, each of the ground engaging members is independently 16 vertically adjustable for distributing the load between the ground engaging 17 members. In one embodiment, the ground engaging members are jack stands 18 connected the support plate by outrigger arms. The jack stands can include a 19 vertical adjustment post connected between the jack and the outrigger arm for additional vertical positioning. Each of the outrigger arms and the jack stands 21 can also be pivotally connected so as to enable the support structure to be 22 moved between a compact shipping position and a deployed operating position.
23 The structure can be employed as an overall system of a snubbing 24 unit, the support structure, and optionally guylines between the snubbing unit and the support structure.
2 In drawings which are intended to illustrate embodiments of the 3 invention and which are not intended to limit the scope of the invention:
4 Figure 1 is an elevational view of one embodiment of a load bearing support structure in accordance with the present invention, with the 6 support structure in use with a snubbing unit;
7 Figure 2 is a perspective view of the load bearing support structure 8 of Fig.1;
9 Figure 3 is a graphical analysis of the effect of the relationship between wind speed and the vertical capacity of a load bearing support structure 11 in accordance with the present invention;
12 Figure 4a is an elevational view of the load bearing support 13 structure of Fig. 2 with the feet in a non-extended position, and showing 14 extendable positioning of the feet;
Figure 4b is a top plan view of a load bearing support structure of 16 Fig. 2;
17 Figure 5a corresponds to Fig. 4a and with the load bearing support 18 structure folded into a compact shipping position;
19 Figure 5b corresponds to Fig. 4b and with the load bearing support structure folded into a compact shipping position;
21 Figure 6a is a partial side elevational view of a load bearing 22 support structure according to another embodiment of the present invention 23 having an alternate flange detail and shown coupled to a snubbing unit and a 24 wellhead; and Figure 6b is a top plan view of the support plate and flange of Fig.
6b.
2 With reference to Fig. 1, a stand-alone snubbing unit 10 with 3 snubbing components 11 mounted therein is mounted to a wellhead 12 4 extending from the ground 14 and including standard wellhead components, a casing bowl being shown. The snubbing unit 10 is supported on a load bearing 6 apparatus or support structure 20, with the load being generally distributed into 7 the ground 14 as indicated by the arrows.
8 The support structure 20 accepts loads from the snubbing unit 10, 9 or other rigs above a wellhead, the load being previously directed to and supported by the wellhead 12. The snubbing unit 10 is secured to the support 11 structure 20 and the support structure 20 is secured to the wellhead 12.
12 As shown in Fig. 2, the support structure 20 comprises a frame or 13 support plate 22 and three or more ground engaging members, generally 14 designated as 24, distributed around and connected to the support plate 22.
The support plate 22 is adapted to be secured to each of the snubbing unit and the 16 wellhead and forms a passageway 26 for receiving tubular members 17 therethrough.
18 With further reference to Figs. 6a and 6b, the support plate 22 can 19 include a flange 27 securely set into the passageway 26. The flange 27 forms an upper face 29a for coupling to the snubbing unit 10 thereabove and a lower 21 face 29b for coupling to a wellhead 12 below. The lower face 29b can be 22 coupled directly or indirectly, such as via a blowout preventor located 23 intermediate the support plate 22 and a casing bowl of the wellhead. The upper 24 and lower flange faces 29a, 29b can be coupled to the adjacent structure such as by bolts 30 or studs 31 (Fig. 2) or other suitable means. The flange 27 can be 1 any suitable flange, such as a conventional American Petroleum Institute (API) 2 approved flange, and can be securely set into the plate by welding the flange to 3 a beveled edge of the support plate or other means as would be apparent to one 4 skilled in the art.
Generally, the ground engaging members 24 accept load placed on 6 the support plate 22 by the snubbing unit 10 and are preferably vertically 7 adjustable for engaging the ground 14 and distributing the load between the 8 ground engaging members 24.
9 In one embodiment, the support structure 20 takes vertical loads off the wellhead 12, and is particularly useful in protecting threaded wellheads to 11 minimize the likelihood of overloading the threaded wellhead connection.
For 12 example, in the embodiment shown having four ground engaging members 24 13 extending from four corners of a square support plate 22, the support structure 14 20 supports a total vertical capacity of 30,000 Ibs equally distributed over the support structure 20 at each of the four corners. The allowable stress values 1& were determined using the American Institute of Steel Construction (AISC) 17 Allowable Stress Design handbook.
18 In another embodiment, and as seen in Fig. 1, the supporting 19 structure 20 also laterally stabilizes the snubbing unit 10 such as by with guyline 32 connected between the snubbing unit 10 and the support structure 20, rather 21 than the prior art approach of guying from the snubbing unit to external anchors.
22 Thus, a freestanding system of snubbing unit 10 and support structure 20 23 results.
24 With reference to Fig. 3, an analysis was performed to relate the wind speed and force to the stabilizing capacity of the support structure 20 in use 1 as generally shown in Fig. 1. A graphical representation demonstrates the 2 relationship between the allowable wind speed and the maximum vertical 3 capacity for the support structure 20. The allowable stress values for the design 4 were determined using the AISC handbook. The general design assumptions include: the wellhead connection 12 that the snubbing unit 10 is sitting on during 6 operation does not move with applied vertical loading; any horizontal loading 7 from the wind is resisted by the wellhead 12 rather than the snubbing frame 10;
8 the reaction loads at the ground 14 by the ground engaging members 24 are 9 equally distributed, and the ground capacity is not exceeded, and the geometry for the guylines 32 and the wind loading is specific to the snubbing unit 10 11 analyzed. If the location of the supporting structure 20, relative to the snubbing 12 unit 10, or the guyline 32 angle changes significantly, the capacity of the system 13 would be reviewed.
14 A means of monitoring the loading on the ground engaging members 24 is recommended, such as pressure pads, to ensure that uneven 16 loading is not applied to the wellhead 12. Overall, the support structure is 17 designed to be suitable for the anticipated loads, wellhead connections, and 18 other parameters, as would be apparent to one skilled in the art.
19 With reference to Fig. 2 and further reference to Figs. 4a, 4b, 5a and 5b, in one embodiment, the ground engaging members 24 are jack stands 21 radially outwardly spaced from the support plate 22 by outrigger arms 36 22 connected therebetween. The outrigger arms 36 are pivotally connected to the 23 support plate 22 so as to be deployed between a compact shipping position 24 (Figs. 5a, 5b) adjacent the support plate 22 and a deployed operating position (Figs. 4a, 4b) extending radially to maximize the footprint of the support structure 1 20. As shown, the outrigger arms 36 are connected about a vertical pivot 38 for 2 movement in the horizontal plane. A pin 39 spaced apart from the vertical pivot 3 38 and extending through the outrigger arms 36 and the support plate 22 locks 4 the outrigger arms 36 in the deployed position.
The jack stands 24 are connected about a horizontal pivot 40 to the 6 outrigger arms 36 to be pivotally movable between a horizontal shipping position 7 (Fig. 5a) adjacent the outrigger arms 36 and a vertical jacking position (Fig. 5a).
8 Each jack stand 24 comprises a manual vertical adjustment post 42 9 and a jack 44. As shown, the jack is a crank-operated jack; however the jack can be any suitable jack, including a hydraulic jack. The adjustment post 42 11 permits manual step-wise positioning of the jack 44 relative to the outrigger arm 12 36 and in use for gross positioning of the jack 44 adjacent the ground 14 or other 13 intermediate support surface. The distal end of the outrigger arm 36 includes a 14 pair of gussets 48 straddling the adjustment post 32. A fastening member 50 such as a bolt or a pin extending through the gusset 48 and one of a plurality of 16 spaced adjustment holes 52, 52, etc. in the vertical adjustment post 42 enables 17 the gross vertical positioning of the jack 44, as well as provides the horizontal 18 pivot 40. Further, a combination of the fastening member 50 and a locking 19 member 54 such as a pin extending through another adjustment hole and the gusset 48 locks the jack 44 and adjustment post 42 in the vertical jacking 21 position.
22 Best shown in Fig. 2, once in position, the jacks 44 are actuated to 23 extend feet 56 to the ground 14 and accept load placed into the support plate 22.
24 Although preferred embodiments of the invention have been described in some detail herein, those skilled in the art will recognize that various substitutions and modifications of the invention may be made without departing from the scope of the invention.
Claims (26)
EXCLUSIVE PROPERTY OR PRIVILEGE IS CLAIMED ARE DEFINED AS
FOLLOWS:
1. A support structure for supporting loads from a rig above a wellhead having a bore under pressure, the wellhead extending from the ground, the support structure comprising:
a support plate having a flanged passageway therethrough, with an upper flange face adapted for securely supporting the rig thereon, and a lower flange face adapted to be secured to the wellhead therebelow, the passageway adapted for receiving tubular members therethrough between the rig and the bore of the wellhead under pressure; and three or more ground engaging members distributed around the support plate and connected thereto, wherein the loads placed on the upper flange face are directed to the support plate and distributed to the ground engaging members to thereby reduce the loads directed to the wellhead.
a support plate having a flanged passageway therethrough, with an upper flange face adapted for securely supporting the rig thereon, and a lower flange face adapted to be secured to the wellhead therebelow, the passageway adapted for receiving tubular members therethrough between the rig and the bore of the wellhead under pressure; and three or more ground engaging members distributed around the support plate and connected thereto, wherein the loads placed on the upper flange face are directed to the support plate and distributed to the ground engaging members to thereby reduce the loads directed to the wellhead.
2. The support structure of claim 1 further comprising:
means of monitoring load on the ground engaging members.
means of monitoring load on the ground engaging members.
3. The support structure of claim 1 or 2 wherein the ground engaging members are independently vertically adjustable for distributing the load between the ground engaging members.
4. The support structure of any one of claims 1-3 wherein each ground engaging member is spaced from the support plate by an outrigger arm.
5. The support structure of any one of claims 1-4 wherein the ground engaging members are jack stands.
6. The support structure of any one of claims 1-4 wherein the ground engaging members are jack stands and wherein each jack stand is spaced from the support plate by an outrigger arm.
7. The support structure of claim 6 wherein each jack stand comprises:
a jack having a vertically extendible foot; and a vertical adjustment post attached to the jack, the vertical adjustment post adapted for stepwise vertical adjustment of the jack stand relative to the outrigger arm.
a jack having a vertically extendible foot; and a vertical adjustment post attached to the jack, the vertical adjustment post adapted for stepwise vertical adjustment of the jack stand relative to the outrigger arm.
8. The support structure of claim 7 wherein the vertical adjustment post is adapted by comprising:
a plurality of spaced adjustment holes for selectively receiving a fastening member extending through one of the adjustment holes and a corresponding hole in the outrigger arm.
a plurality of spaced adjustment holes for selectively receiving a fastening member extending through one of the adjustment holes and a corresponding hole in the outrigger arm.
9. The support structure of any one of claims 6-8 wherein each jack stand is pivotally connected to the outrigger arm for pivoting movement between a horizontal shipping position adjacent the outrigger arm and a vertical jacking position.
10. The support structure of claim 9 further comprising:
a lock for releasably locking the jack stand in the vertical jacking position.
a lock for releasably locking the jack stand in the vertical jacking position.
11. The support structure of claim 10 wherein the lock comprises a locking member extending through corresponding holes in the outrigger arm and the jack stand and spaced from the pivotal connection.
12. The support structure of any one of claims 6-11 wherein each outrigger arm is pivotally connected to support plate for movement between a compact shipping position adjacent the support plate and a deployed radially extended position.
13. The support structure of claim 12 wherein each outrigger arm is pivotally connected about a vertical pivot for movement in the horizontal plane.
14. The support structure of any one of claims 1-13 wherein the support plate is substantially square and having four corners, the support structure having four ground engaging members extending from the corners of the support plate.
15. The support structure of any one of claims 1-14 wherein the rig is a snubbing unit which generates snubbing loads.
16. A support structure for supporting a snubbing unit above a wellhead extending from the ground comprising:
a support plate adapted for securely supporting the snubbing unit thereon, the support plate adapted to be secured to the wellhead therebelow and forming a passageway for receiving tubular members therethrough between the snubbing unit and the wellhead; and three or more jack stands radially outwardly spaced from and distributed around the support plate, each jack stand connected to the support plate by an outrigger arm, each jack stand being pivotally connected to the outrigger arm for pivoting movement between a horizontal shipping position adjacent the outrigger arm and a vertical jacking position, each outrigger arm pivotally connected to the support plate for movement between a compact shipping position adjacent the support plate and a deployed radially extended position;
wherein the jack stands accept load placed on the support plate by the snubbing unit and direct the load into the ground to thereby reduce the load of the snubbing unit on the wellhead.
a support plate adapted for securely supporting the snubbing unit thereon, the support plate adapted to be secured to the wellhead therebelow and forming a passageway for receiving tubular members therethrough between the snubbing unit and the wellhead; and three or more jack stands radially outwardly spaced from and distributed around the support plate, each jack stand connected to the support plate by an outrigger arm, each jack stand being pivotally connected to the outrigger arm for pivoting movement between a horizontal shipping position adjacent the outrigger arm and a vertical jacking position, each outrigger arm pivotally connected to the support plate for movement between a compact shipping position adjacent the support plate and a deployed radially extended position;
wherein the jack stands accept load placed on the support plate by the snubbing unit and direct the load into the ground to thereby reduce the load of the snubbing unit on the wellhead.
17. The support structure of claim 16 wherein each jack stand comprises:
a vertical adjustment post for stepwise vertical adjustment of the jack stand relative to the outrigger arm, the vertical adjustment post comprising a plurality of spaced adjustment holes for selectively receiving a fastening member extending through one of the adjustment holes and a corresponding hole in the outrigger arm.
a vertical adjustment post for stepwise vertical adjustment of the jack stand relative to the outrigger arm, the vertical adjustment post comprising a plurality of spaced adjustment holes for selectively receiving a fastening member extending through one of the adjustment holes and a corresponding hole in the outrigger arm.
18. A stand alone snubbing unit system comprising:
a snubbing unit; and a support structure for supporting loads from the snubbing unit above a wellhead having a bore under pressure, the wellhead extending from the ground, the support structure comprising, a support plate connected to the snubbing unit for securely supporting the loads from the snubbing unit thereon, the support plate having a flanged passageway therethough, with an upper flange face adapted for securing the snubbing thereon, and a lower flange face adapted to be secured to the wellhead therebelow, the passageway adapted for receiving tubular members therethrough between the snubbing unit and the bore of the wellhead under pressure; and three or more ground engaging members distributed around the support plate and connected thereto, wherein the loads placed on the upper flange face are directed to the support plate and distributed to the ground engaging members to thereby reduce the loads directed to the wellhead.
a snubbing unit; and a support structure for supporting loads from the snubbing unit above a wellhead having a bore under pressure, the wellhead extending from the ground, the support structure comprising, a support plate connected to the snubbing unit for securely supporting the loads from the snubbing unit thereon, the support plate having a flanged passageway therethough, with an upper flange face adapted for securing the snubbing thereon, and a lower flange face adapted to be secured to the wellhead therebelow, the passageway adapted for receiving tubular members therethrough between the snubbing unit and the bore of the wellhead under pressure; and three or more ground engaging members distributed around the support plate and connected thereto, wherein the loads placed on the upper flange face are directed to the support plate and distributed to the ground engaging members to thereby reduce the loads directed to the wellhead.
19. The snubbing unit system of claim 18 further comprising:
means of monitoring load on ground engaging members.
means of monitoring load on ground engaging members.
20. The snubbing unit system of claim 18 wherein the ground engaging members are independently vertically adjustable for distributing the load between the ground engaging members.
21. The support structure of any one of claims 1-15 wherein the loads from the rig are vertical loads.
22. The support structure of any one of claims 1-15 wherein the loads from the rig are bending loads.
23. The support structure of any one of claims 1-15 wherein the loads from the rig are both vertical and bending loads.
24. The stand alone snubbing unit system of any one of claims 18-20 wherein the loads from the snubbing unit are vertical loads.
25. The stand alone snubbing unit system of any one of claims 18-20 wherein the loads from the snubbing unit are bending loads.
26. The stand alone snubbing unit system of any one of claims 18-20 wherein the loads from the snubbing unit are both vertical and bending loads.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA002548342A CA2548342C (en) | 2005-05-30 | 2006-05-25 | Load bearing support structure for rigs above a wellhead |
Applications Claiming Priority (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US59502405P | 2005-05-30 | 2005-05-30 | |
| CA2,508,849 | 2005-05-30 | ||
| US60/595,024 | 2005-05-30 | ||
| CA 2508849 CA2508849A1 (en) | 2005-05-30 | 2005-05-30 | Load bearing support structure for a snubbing unit |
| CA002548342A CA2548342C (en) | 2005-05-30 | 2006-05-25 | Load bearing support structure for rigs above a wellhead |
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| Publication Number | Publication Date |
|---|---|
| CA2548342A1 CA2548342A1 (en) | 2006-11-30 |
| CA2548342C true CA2548342C (en) | 2009-01-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA002548342A Active CA2548342C (en) | 2005-05-30 | 2006-05-25 | Load bearing support structure for rigs above a wellhead |
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| CA (1) | CA2548342C (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116104423B (en) * | 2023-04-10 | 2023-08-15 | 安徽建筑大学 | Portable drilling device for geotechnical engineering investigation |
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| Publication number | Publication date |
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| CA2548342A1 (en) | 2006-11-30 |
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