The present invention refers to the Oil & Gas Refining Industry and in particular to an innovative solution for the foundations of cylindrical refrigerated tanks for liquified gas storage, such as Propane, Butane and Ethylene at locations where the minimum ambient temperature is always above freezing (>0° C.), particularly but not exclusively in Tropical and Subtropical Regions.
The internal temperature of this type of tanks, that operate at ambient pressure, is normally and continuously well lower than 0° C. and hence also the foundation soil might be subjected to temperatures below 0° C. whereas the outside temperature is always higher than 0° C. with high humidity.
The main issue with these low temperatures is that they would cause soil freezing and consequent frost heaving and hence the uneven displacement of foundation with damages to either the tank and the piping connected thereto.
Furthermore, this phenomenon is progressive, meaning that freezing of the shallower soil moisture layer usually attracts by capillarity more water that in turn will freeze as well, building-up an ice lens under the tank foundation centre and consequently increasing the strain in the foundation up to a level exceeding its structural capacity or serviceability limits.
In order to prevent this phenomenon, the engineering practice as well as the international reference codes (i.e.: API 625) recommend two alternative solutions:
Both these alternative options have a cost impact: the first one for the capital and operational cost of electric heating, while the second for the capital cost of constructing the elevated support structure.
The innovative idea of this invention—for cylindrical tank foundations to be erected at sites such as in Tropical and Subtropical Regions where the minimum ambient temperature is always above freezing (>0° C.)—consists in constructing a ribbed slab foundation where the ambient air circulation in the clear spaces in between the webs of said ribbed slab will prevent the ground underneath the foundation from reaching freezing temperatures (≤0° C.) due to the contact of tank bottom with the top of the foundation slab and, at the same time, the webs act as main structural component of the foundation.
In case of presence of non-bearing soil strata under the foundation, then piles are required, and in this case the ribbed slab foundation with its “ribs” directly connected onto the piles allows to implement a “bottom-up” construction sequence, that results much quicker, cheaper and less hazardous in terms of safety, than the usual “top-down” industrial practice. The latter in fact requires first to build a 2.5 meter high (minimum) embankment, to execute the piles through it, then to cast the slab on its top and finally to dig-out the embankment between the slab and the ground surface, thus resulting is an expensive and time consuming activity.
This has been accomplished by designing the foundation as a reinforced concrete ribbed slab with its webs parallel to the tank diameter and supported at grade. The clear spaces in between said foundation webs are open to the ambient in order to ensure a continuous heat transfer from ambient air—which temperature is always higher than 0° C.—into the foundation supporting the refrigerated tank containing the liquified gas, thus preventing the freezing of soil underneath.
In the following description the term “ribbed slab” is meant to indicate a reinforced concrete slab sitting on its webs directly in contact with the soil, where said clear spaces between webs function as air circulation channels.
For a better understanding of the invention, a detailed description is given hereinafter with reference to the enclosed figures that are provided as examples, without any limitation implied therein.
In the following drawings:
According to the invention, the foundation (FV) is provided with a number of air circulation channels (C) (hereinafter called “channels”), evenly distributed in plan and preferably parallel each other and to the bottom of the tank, that are passing from one side of the foundation (FV) to the opposite one with a substantially constant cross section, with a nominal longitudinal slope and with both ends open to the surrounding ambient air.
The ventilation of these channels is preferably, though not exclusively, natural and their minimum transversal cross section dimension is 600 mm to allow their visual inspection.
During the experimental campaign, the real behavior of the tank/foundation/soil (S/FV/T) system has been analyzed by means of a finite elements 3D Model (prepared using the ANSYS software), in order to simulate the heat transfer from ambient air in the channels and the liquified gas inside the tank (S).
This thermal analysis is required during the design stage of the foundation (FV) both to select the size and spacing of air circulation channels (C), and to allow performing the structural design of the ribbed slab foundation (FV) that creates these channels, taking into account the reduction of structural cross section due to the presence of said channels, as well as of any piles required to support the foundation itself.
The ribs and hence the air circulation channels (C) are preferably realized by means of formworks removable after concrete hardening. In order to enhance the stack effect, it is preferable that said channels (C) are prismatic and have a nominal longitudinal slope, these features will also facilitate their inspection and possible cleaning.
According to the invention, the orientation of air circulation channels (C) is preferably perpendicular to the prevailing wind direction at the site where the described foundation (FV) is placed, with the aim to minimize the possibility of sand or dirt being dragged inside these channels.
The next table shows the data relevant to three prototype-foundations constructed for “experimental” purposes for three refrigerated tanks (S) with double containment for liquified gas, having the following main features:
indicates data missing or illegible when filed
Whereas,
Number | Date | Country | Kind |
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102020000030440 | Dec 2020 | IT | national |
This application is the U.S. national phase of International Application No. PCT/IB2021/061550 filed Dec. 10, 2021, which designated the U.S. and claims priority to IT 102020000030440 filed Dec. 10, 2020, the entire contents of each incorporated herein by reference.
Filing Document | Filing Date | Country | Kind |
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PCT/IB2021/061550 | 12/10/2021 | WO |