1. Technical Field
The technology relates to the field of fluid storage tanks, and more particularly to the fabrication of large above-ground liquid storage tanks that can be used to contain brine, for example, in connection with oil and gas production.
2. Description of the Related Art
There has been an increasing demand for energy world-wide. As a result, many different technologies are being used to meet this demand, and many are under development. Current technologies include, for example, traditional oil and gas production, secondary and enhanced oil and gas recovery techniques, coal production, use of solar panels and wind turbines to generate electricity, production of bio-fuels, use of ocean waves to generate electricity, and the use of nuclear reactors to generate electricity. It is known that in several parts of the world there are large subterranean reservoirs of natural gas, a desirable clean burning fuel, held in relatively impermeable geological formations. The relative impermeability of these formations presents a challenge to the production of these gas reserves because the gas is “tightly held” within the formations and cannot readily flow to a production well.
The technique of hydraulic fracturing of impermeable subterranean formations is being used to produce gas from relatively impermeable formations. Hydraulic fracturing, also known as “fracking” or “hydro-fracking,” is a technology that fractures underground formations creating flow pathways for release of the trapped natural gas and production of that gas for commercial purposes.
During gas production, “brine” containing injected chemicals is produced. This brine must be disposed of in an environmentally acceptable manner. In addition, the fracking operation typically consumes large amounts of water for hydraulic fracturing of the formations. So, before fracking there is a need for short term storage of the hydro-fracking fluid, and after fracking there is a need to store the brine produced.
Brine may be stored above ground in storage tanks for a period of time. There are several different tank designs. However, they should preferably meet criteria of durability and resistance to leaks under the conditions of use, and should be relatively easy and inexpensive to transport and construct. In the case of some tank designs, for example circular tanks, that are made up of a series of interlocked curved wall sections, there are significant challenges on site in handling the heavy metal sections. Each wall section is hoisted by a crane and guided into place next to other already installed wall sections. In order to get a closer alignment between the wall sections to facilitate joining wall sections together, workers must manipulate the wall section into position. The use of manpower in proximity to heavy wall sections, and man-handling the wall sections, poses an issue of potential risk to the worker. In addition, the use of additional manpower to guide the wall sections into position of closer alignment incurs labor costs.
The following is a summary of some aspects and exemplary embodiments of the present technology, of which a more detailed explanation is provided under the Detailed Description section, here below.
An exemplary embodiment provides an assembly for hoisting sections of a tank wall into position during above ground tank construction. The tank wall sections are equipped with support receptacles that may be affixed temporarily or permanently to the curved outer surface of the tank wall section. The exemplary embodiment provides an assembly that includes a mounting bracket configured to mechanically engage with a lifting end of a crane. It also has lifting plates pivotally coupled to the mounting bracket. The lifting plates have opposed non-parallel sides that are configured to engage the support receptacles to thereby lift the tank wall section to which they are attached. The lifted tank wall section is transported for installation into the tank wall being constructed or repaired. To align the tank wall section more precisely and appropriately with an already-installed tank section to which it will be coupled, the assembly controllably pivots the lifting plates, about a pivot point, relative to the mounting bracket. This pivots the tank wall section into the desired position. Upon completion, the lifting plates disengage from the support receptacles by sliding away from the support receptacles, leaving the tank wall section in place.
Another exemplary embodiment provides a method of using an assembly for installing a tank wall section into a tank wall. The tank wall section has support receptacles attached to its outer surface. The pivoting assembly is attached to a lifting end of a crane. The exemplary method includes the steps of engaging a support receptacle with each of the lifting plates of the assembly, and lifting the tank wall section with the crane; moving the wall section to the desired location; and aligning the tank wall section by controllably pivoting the assembly by pivoting the lifting plates. Once the alignment is achieved, the lifting plates are disengaged from the support receptacles by sliding the lifting plates away from the support receptacles.
Various embodiments will be described in conjunction with the following drawings which are schematic, not to scale, and wherein like numerals denote like elements, and:
The following detailed description is exemplary in nature facilitating an understanding of the inventions embodied in the appended patent claims. This detailed description is not intended to, and does not, limit the inventions to the described exemplary embodiments, or the application and uses of the exemplary embodiments. Furthermore, there is no intention to be bound by any express or implied theory presented in the preceding background, summary or the following detailed description.
Above ground tanks may contain thousands of gallons of liquid, such as fracking fluids and brine. These tanks generally have a metal circular outer wall with an inner liner enclosing the volume of liquid. The tank walls are subjected to radially outward directed forces from the pressure of the mass of liquid, which varies based on the height of liquid within the tank and the liquid's density. These walls are therefore strong and heavy and pose challenges when lifted into place at the tank site. Generally, the wall sections are fabricated off site and lifted by a hoist or crane onto a truck bed and transported to the tank site. At the site, they are individually lifted by a hoist or crane and guided into place with assistance of manual labor. Mechanization and automation of this process at the tank site would reduce the labor required and potentially improve safety.
Referring to the exemplary embodiments illustrated at
As seen in
The alignment issue is illustrated in
Exemplary embodiments, therefore, also provide a pivot capability: the assembly is able to pivot and the crane operator is thereby able to visually align the tank wall section on the assembly before setting it down in close alignment with the tank wall end to which it is intended to be attached. Without thus pivoting capability, the hoist carrying the tank wall section would have to be repositioned, perhaps several times, before the tank wall section is aligned with the adjacent section for attachement.
Exemplary embodiments provide a lifting assembly that has a fixed relation to the crane to which it is attached, but that can swivel under operator control to more precisely align the tank wall section with the adjacent already-installed the wall section, for ease of construction. This reduces or eliminates the need for manual labor manipulation of heavy tank wall sections, with all potential attendant risks, to facilitate installation.
An exemplary embodiment of a support receptacle is illustrated in
Referring to
The exemplary assembly 100 shown has a pair of lifting plates 120 that are each shaped to receive a support receptacle 102. In this instance, the lifting plates 120 are trapezoidal, but may be any shape that has non-parallel converging sides that will engage the slots 108 of the support receptacles and thereby allow lifting of the support receptacles 102. In the case of the non-limiting trapezoidal example illustrated, the angle β between the lower of the two parallel sides and the non-parallel side may be less than 90° or in the range from about 60° to about 85°. Since the lifting plates and the support plates in this exemplary embodiment have matched geometry, the angle β, is best seen in
The assembly 100 has a mounting bracket structure 130 for engaging a hoist to lift the support receptacles. As seen in
Referring to the examples of
The lifting plate support structure 160 and the mounting bracket structure 130 are mechanically coupled together to pivot with respect to each other. In the example illustrated, a first bracket 170 extends rearward from the upper frame horizontal support beam 164, and a second bracket 170 (not shown in the views) extends rearward from the lower horizontal support beam. The brackets 170 have through holes that register, and that are sized and shaped to receive a pivot pin 176. Third bracket 174 and fourth bracket (not visible in views), similar to the first and second brackets 170, extend forward from the mounting bracket structure 130 to align with the first and second brackets such that through holes in the third bracket 174 and fourth brackets align with those of the first and second brackets 170. Thus, a pivot pin may extend through all four holes since these register with each other. The lifting plate support structure 160 can therefore pivot relative to the mounting bracket structure 130 about the pivot pin 176, which is the pivot point.
To facilitate the controlled pivoting of the lifting plate support structure 160 relative to the mounting bracket structure 130, a control device (not shown) may be used to control an extendable and retractable pivot arm, such as for example, a hydraulic or pneumatic cylinder or a servomechanism 180 that can extend and retract, thereby pivoting the lifting plate support structure 160 relative to the mounting bracket structure 130 at the pivot point, where the pivot pin is located. As shown in
A pair of lifting lugs 190 shown in
In general, the wall sections are fabricated off-site in a machine-shop environment, and are very heavy. They are hoisted with cranes and stacked onto vehicles, like flat bed trucks, to be hauled to the site where the tank is to be constructed. On site the tank sections are readily lifted from the flat bed by using the tank wall section hoisting assembly, of which embodiments are described above. The assembly is attached to the end of a crane and may be tilted such that the plates are in an orientation suitable to slide into the support receptacles of the tank wall section. Typically, the plates would lie flat on the flat bed, so the plates would be tilted to a substantially horizontal orientation. Once the lifting plates are in the support plate slots, the assembly is raised and the plates are tilted to substantially vertical orientation, thereby lifting and tilting the tank wall section to the vertical. The tank wall section is then safely transported to any desired location, such as to on-site storage or to be added to the tank wall under construction.
At the tank wall construction site, each wall section is hoisted by a crane and guided into place next to other already installed wall sections. In order to join wall sections together it is necessary to get alignment between the wall sections and overlap of the wall edges. The tank wall section is manipulated at the end of a crane, for example, a Skycrane, so that when the tank wall section is in position, the operator pivots the assembly to bring the tank wall section into closer alignment with the end of the tank wall to which it should be coupled. Once satisfied that the tank wall section is sufficiently closely aligned for ready coupling to the tank wall, the operator sets the tank wall section down, and uses the crane end to move the assembly downward, thereby sliding the lifting plates out of the slots of the support receptacles. The operator can then repeat the process for the next tank wall section to be moved and aligned.
While at least one exemplary embodiment has been presented in the foregoing detailed description section, it should be appreciated that many variations exist. It should also be appreciated that the exemplary embodiments are only examples, and are not intended to limit the scope, applicability, or configuration of the claimed inventions in any way. Rather, the foregoing detailed description provides a convenient road map for those of ordinary skill in the art to implement exemplary embodiments. It should be understood that various changes can be made in the function and arrangement of elements described herein without departing from the scope of the patent claims listed below, including the legal equivalents of these patent claims.
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Connecting Catwalk Corrugated Wall Liquid Storage Brochure, Dragon Products LTD. |
10,000 to 21,000 Gal Frac Tanks Brochure, Dragon Products LTD. |