Embodiments described herein relate to tanks which are modular and transportable for assembly on-site, such as for temporarily containing large volumes of fluids utilized during oil or gas well servicing operations, and, more particularly, to tank panels, connectors and methods of assembly.
Oil and gas servicing operations require fluid for a variety of reasons, most commonly during drilling and completions operations. The fluid may be used in drilling operations for lubricating the borehole, cleaning away cuttings, and maintaining control of the well by overcoming the reservoir pressure. In completion operations, fluid is generally used for stimulating the formation, such as by acidizing or fracturing, cleaning the well bore, and maintaining well control. In most cases the amount of fluid required is large and the fluid must be prepared and stored onsite during the operation. Onsite tanks may also be used to store fluids such as run-off water, diesel fuel, glycol, oils, waste products and the like. Upon completion of the drilling and completion operations however large volume tanks used to contain such fluids onsite may no longer be required.
In completion operations, the fluid used is a fracturing fluid which is typically a mixture of at least water and a proppant, such as sand. Tanks used to store the fracturing fluid, commonly referred to as frac tanks, are fluidly connected to a pump, such as by a hose or pipe, so as flow the fracturing fluid down the wellbore at sufficiently high pressures to fracture the formation. The proppant in the fracturing fluid enters the newly created void space and acts to prop the spaces open, permitting reservoir fluid to flow more freely to the wellbore.
One type of conventional frac tank is a rectangular shaped pre-assembled tank unit that is towed behind a truck as a tractor-trailer assembly. This type of conventional tank typically has a capacity of about 500 barrels. Thus, multiple tanks are needed onsite in situations where the fluid volume requirement is greater than 500 barrels, such as in completion operations for stimulating multiple zones in deep horizontal wells.
Another type of conventional frac tank consists of an assembly of multiple panels which are transported onsite for assembly of the tank thereat. The panels for the conventional multi-panel tanks are typically made of steel and are very heavy. Due to weight restrictions and the like, several truck-trailer units may be required to deliver the panels to the site. Further, the steel panels require an onerous assembly process as a result of many fasteners required to hold the tank panels together.
In the case of the conventional multi-panel tanks, where the surface or ground on which the tank is to be assembled is angled or is uneven and undulating, alignment and assembly of the panels may be problematic.
Clearly, there is a need for high volume, transportable fluid storage tanks that are light weight and easy to assemble, such as for temporary use onsite in the oil and gas industry.
In embodiments disclosed herein, transportable, arcuate panels having complementary connectors can be assembled in the field without fasteners, such as pins or bolts. A female connector having a shaped grove extends along one end of the panel and a male connector having a shaped tongue extends along the other end of the panel. For assembly with like panels, the tongue on one panel is slid axially into the groove of the adjacent panel. The connectors lock together circumferentially while permitting vertical misalignment between the adjacent panels, such as on sloped or uneven ground. A limited rotation between complementary female and male connectors, allows the panels to engage even when the panels are not perfectly aligned during assembly and further permit embodiments of the tank having multiple radii.
In a broad aspect, a transportable tank system comprises: three or more arcuate panels, each panel having first and second opposing and parallel ends and having a bottom edge and a top edge extending therebetween; an elongate female connector having a shaped groove extending along the first end; and an elongate male connector having a shaped tongue formed along the second end. When the three or more arcuate panels are arranged in a perimeter on a surface with the first and second ends oriented substantially vertically therefrom, the shaped tongue of the male connector of each arcuate panels slidably engages within the shaped groove the panels adjacent thereto for circumferential locking therebetween.
In another broad aspect, a transportable, arcuate panel for use with like panels for constructing a tank for containing fluid therein, comprises: first and second opposing ends and a bottom edge and a top edge extending therebetween. At least an inner skin extends between the first and second ends. A core is structurally bonded to the inner skin. An elongate female connector having a shaped groove extends along the first end; and an elongate male connector having a shaped tongue extends along the second end. The shaped groove on the female connector and the shaped tongue of the male connector are adapted to engage between adjacent like panels so as to permit circumferential locking and axial engagement and disengagement therebetween.
In a broad method aspect, a method for construction of a tank uses three or more arcuate panels having first and second opposing ends and a bottom edge and a top edge extending therebetween. An elongate female connector having a shaped groove extends along the first end; and an elongate male connector having a shaped tongue extends along the second end. A first of the three or more panels is arranged on a surface, the opposing ends being substantially vertical thereto. A second of the three or more panels is lifted above and offset the first panel. A bottom of the shaped groove on the first end of the second panel is aligning above a top of the shaped tongue on the second end of the first panel. The second panel is lowered for axially engaging the shaped tongue within the shaped groove; and the steps are repeated for the remaining panels of the three or more panels for forming the tank perimeter.
In embodiments, the panels are FRP panels which are lightweight, strong and durable. In other embodiments, the panels could be made of steel or other suitable materials. The male and female connectors are typically extruded aluminum and are replaceably secured to ends of the panels so that the connectors can be replaced during use if worn or damaged.
Where the bottom of the tank perimeter does not engage the ground on which the perimeter is assembled, a liner can be placed within the perimeter and secured to the assembled panels using hook and loop fastener or clamps. The liner can then be replaced with each use or as necessary.
Embodiments of a transportable tank, system and methods of assembly, are disclosed herein. As shown in
Embodiments described herein do not require bolts or pins field for assembly and provide a simplified assembly process when compared to the prior art. Composite FRP panels 12 for forming the tank 10 are lighter than conventional steel tank panels, making the embodiments easier and safer to maneuver and assemble.
With reference to
In an embodiment, as shown in
In an embodiment, the inner skin 28 is formed of glass reinforced fiber polymer (GFRP) laminated to the foam core 26. The foam core 26 may further comprise GFRP shear webs laminated thereto.
In an embodiment, the arcuate panel 12 further comprises a protective outer skin 30, the foam core 26 being sandwiched and structurally bonded between the inner and the outer skin 28,30. The outer skin 30 is also a GFRP skin. 5. Thus, the core comprises an insulating material. The panel 12, so constructed, has a design thermal insulation value which negates the need for applying further insulation, such as spray foam, to the tank 10 after it is assembled. Insulation aids in preventing freezing of liquids stored therein.
As shown in
The stiffening ribs 32,34 aid to prevent buckling of the tank 10 during handling and under windy conditions when assembled and empty. Further, the stiffening ribs 32,34 protect the integrity of the panels 12, such as when the panels 12 are stacked for storage or transport, thus improving the overall safety of the tank 10 and the longevity of each panel 12, particularly about the bottom edge 24 of the tank 10 where leaking as a result of a loss of integrity is most likely to occur.
In embodiments, the upper and lower stiffening ribs 32,34 are formed of foam covered by a GFRP skin.
Having reference to
In an embodiment, the shaped panel ends 36 are formed of a structural member, such as a hollow metal beam 36b having a generally rectangular cross-section, each end beam 36b having a smaller depth than a depth of the panel 12. The panel ends 36 extend between the top and bottom edges 22,24 and are centered between the inner and outer skins 28,30.
Connectors 16 straddle the panel ends 36 and are fastened thereto, such as with nuts and bolts 37, the fastening being through the end beam 36b. The inner and outer skins 28,30 of the panel 12 extend over the end beams 36b. When assembled, the connectors 16 are substantially flush with the inner and outer skins 28,30. The connectors 16 can be unfastened from the panel ends 36 and replaced if worn or damaged during use.
In an embodiment, shown in
As shown in
In an embodiment, six reinforcement plates 40 are used, two spaced along the top edge 22 of the panel 12 and two in each of the top and bottom stiffening ribs 32,34 of the panel 12. The reinforcement plates are structural and capable of holding greater than 5 times the weight of the panel 12.
In embodiments, as shown in
As shown in
Advantageously, while being lightweight as a result of the composite structure of the panels 12, the panels 12 also comprise little if any exposed steel and therefore issues related to corrosion are largely absent.
With reference to FIGS. 2 and 5-8, the connectors 16 further comprise an elongate female connector 44 which extends along the first end 18 of the panel 12 and an elongate, male connector 46 which extends along the second end 20 of the panel 12. The female and male connectors 44,46 are complementary to permit interconnection with adjacent, like panels 12 for assembling the tank perimeter 14. The male and female connectors 44,46, when interconnected, form a dovetail-type or tongue-and-groove type joint 48 which locks circumferentially therebetween, but permits sliding axial engagement and disengagement of the male and female connectors 44,46 to allow assembly and further to permit an assembled panel 12 to misalign vertically with respect to adjacent panels 12. Vertical misalignment permits adjacent panels 12 to remain vertical despite support on an uneven surface S.
In an embodiment, the elongate male connector 46 is a generally T-shaped tongue 50 having a neck portion 52 which extends outwardly from the panel end 36 and in the same plane as the panel 12 and a head portion 54 which extends generally perpendicular thereto. As shown in
The female connector 44 comprises a channel or groove 58 formed therealong between opposing and parallel fingers 58F,58F. The groove 58 is complementary or corresponds in shape with the generally T-shaped tongue 50 for engagement or coupling therewith. When the tongue 50 is engaged within the groove 58, the adjacent panels 12,12 are locked circumferentially as the curved opposing ends 56 of the head portion 54 cannot be pulled circumferentially out of the groove 58.
As shown in
Each head portion 54 has a mushroom head shape forming angular wing portions 54W,54W that face each other. Opposing ends or wing portions 54W,54W of the head portion 54 are angled inward toward a centerline of the panel 12. The groove 58 has complementary wing portions 58W,58W. When the head wing portions 54W circumferentially pull on the groove wing portions 58W, the fingers 58F are driven inwardly, towards each other gripping the tongue 50 even more strongly. Thus, the curved opposing ends 56 of the head portion 54 cannot be pulled circumferentially out of the groove 58.
Further, as shown in
The limited rotation between the female and male connectors 44,46 allows the panels 12 to engage even when the panels 12 are not perfectly aligned during assembly and further permit embodiments of the tank 10 having multiple radii. For example, fewer panels 12 result in a smaller diameter tank 10 while a larger number of panels 12 result in a larger diameter tank 10. During assembly, the panels 12 may not be assembled in a perfect circle however when fluid fills the tank, the panels 12 are forced into a substantially perfect circle with the limited rotation at the interconnected female and male connectors 44,46.
Best seen in FIGS. 7 and 13A-13C, each of the female and male connectors 44,46 further comprise an elongate rectangular recess 62 extending from a top to a bottom therealong, opposing the tongue 50 or the groove 58. The recess is bounded by spaced, opposing and parallel flanges 62F,62F. The rectangular panel end 36 fits within the recess 62 between the teo flanges 62F,62F and the connectors 16 are fastened transversely therethrough, such as using nuts and bolts 37, extending through one flange 62F, through the end beam 36b and through the opposing flange 62F, for secure connection to the panel ends 36. Thus, the connectors 16 can be easily changed if the connectors 16 are damaged during use.
Generally the connectors 16 are extruded or other manufactured elongate shapes of unitary cross-section formed to incorporate the spaced flanges 62F,62F and the respective female and male connector 44,46 components. In embodiments, the connectors 16 are made from extruded anodized aluminum which is light weight and will not corrode.
As noted above, the flanges 62F,62F of the connectors 16, when bolted to the panel ends 36, are substantially flush with the inner and outer skins 28,30 of the panel 12.
As one of skill will appreciate, while described herein in the context of use with FRP panels, embodiments of the female and male connectors 44,46 are also applicable for use with tanks 10 formed using panels constructed of other materials, such as steel.
Once assembled, the tank 10, engaged with the surface S, typically the ground, about the entirety of the bottom edge 24 of the three or more panels 12 can be used to hold fluid F, the ground S acting as a floor of the tank 10.
Where the panels 12 do not completely seat on the ground S however, a liner 70 can be used within the tank 10. As with conventional steel tanks where a liner is used, conventional clamps may be used to retain the liner 70 in the tank 10. While the tank 10 may be reused onsite, typically the liner 70 is replaced with each use.
In embodiments disclosed herein, as shown in
More robust attachments can include clamps (not shown) that sandwich the liner about the top edge 22 of the panel 12.
In embodiments, a leak detection and monitoring system, such as is known in the art, can be installed to monitor the tank integrity.
Embodiments disclosed herein are assembled in the field, such as at a well site location. As shown in
Additionally, cribbing 82 may be used between the truck bed 80 and the panels 12 to support the stacked panels 12. Further, neoprene strips 84 may be positioned between the panels 12, as the panels 12 are stacked, to avoid damage to the panels 12 during the transport.
Once onsite, having reference again to
As shown in
In embodiments, as shown in
The work crew guides the suspended, bottom end 90 of the shaped groove 58 over the temporary male guide 100 as the second panel 12s is lowered thereon.
As shown in
To further aid axial alignment between the female and male connectors 44,46 during assembly, graphite spray may be used to lubricate the connectors 16.
The above process is repeated until a last panel 121 of the three or more panels 12 is to be positioned for assembly. Having reference to
In an embodiment, as shown in FIGS. 27 and 28A-28C, the female guide 110 is a rectangular, funnel-shaped member 112 having an open side 114 contiguous with an open edge 116 of the shaped groove 58 of the female connector 44 to permit the male connector 46 and panel end 36 of the last panel 121 to slide therethrough as the tongue 50 is axially engaged in the groove 58.
During assembly, the male guide 100 is temporarily attached to the top 92 of the tongue 50 of the already-assembled adjacent panel 12 to which the groove 58 of the female connector 44 of the last panel 121 will be attached. Further, the female guide 110 is temporarily connected to a top 118 of the groove 58 of the already-assembled adjacent panel 12 to which the tongue 50 of the male connector 46 of the last pane1121 will be attached. An extension 117, from a bottom 119 of the funnel-shaped member 112, fits over the top 118 of the groove 58 for temporarily fastening the female guide 110 thereto.
As the last panel 121 is lowered into a space 120 (
Having reference to
Table 1 is illustrative of some containment volumes and sizes of tanks assembled using panels according to embodiments disclosed herein, the panels being 10 feet in height and which have the listed length:
By way of example, for the 83 foot diameter, 10 foot high tank, having a 9637 barrel capacity (42 US gal/barrel), 7 panels are required for construction of the tank. Each arcuate panel is 10 feet in height and 37.25 feet in length. The composite panels each weight about 2,600 lbs per panel for a total weight of about 18,200 lbs, which is about ½ the weight of a conventional tank. The panels are of high strength and are corrosion and UV resistant. The panels have an E84 Class 1 fire rating. In a test panel, the total thickness of the panel between the stiffening ribs was about 3 inches.
High strength ¾″ diameter Grade 8 hex cap screws, washers and nuts were used, such as for attachment of the connectors to the panel ends. During transport, the panels are transportable on a standard 48 foot flatbed truck and would reach the volume limit for transport before the weight limit is exceeded.
During assembly, while vertical misalignment acts to accommodate sloping ground and the like, it is not recommended that the ground be sloped more than 12″ over a 37′ span.
This application claims the benefits under 35 U.S.C 119(e) of U.S. Provisional Application Ser. No. 61/642,780, filed May 4, 2012, which is incorporated herein by reference in its entirety.
Number | Date | Country | |
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61642780 | May 2012 | US |