The present invention pertains generally to underground storage tanks and to methods for manufacturing such tanks. More particularly, the present invention pertains to vessels that include multiple layers for totally containing fluids, providing means for monitoring inner layer breech, and protecting the vessel from corrosion. The present invention is particularly, but not exclusively, useful as a jacketed secondary containment underground tank for flammable liquid storage.
Many of today's existing gas stations were built prior to the 1980s. While gas station buildings may have been upgraded since then, often the original underground tanks used to store the fuel have not been replaced. These tanks are generally cylindrical and are composed of primarily unprotected steel with approximately 6 mm of steel thickness. Usually, the tanks are located underground and surrounded by backfill materials, or concrete ballast, to provide support for the tank. Typically, the tanks were designed to have a life of about 30 years. Further, it has been found that existing tanks have suffered external corrosive damage, in particular, pitting corrosion. In extreme cases, corrosion can lead to penetration of the steel tank material that will cause fluid to leak from the tank to the environment. This can be hazardous, especially if the leaking fluid is flammable or poisonous. It also poses a threat to nearby underground drinking water sources.
Corrosion of steel tanks takes place by localized electrochemical reactions on the surface of the steel which may be caused by soil conductivity, or by chemicals dissolved in water or moisture present in the ground. Particularly problematic is pitting corrosion, because the corroded site tends to be quite small. As a result, chemical and electrochemical reactions occurring in the “pit” tend to produce high concentrations of corrosive ions and a high current density which accelerate corrosion processes. Also, steel is susceptible to stress corrosion cracking where the presence of corrosive agents at a crack can produce rapid propagation of the crack.
In order to avoid the problems associated with older steel tanks, regulations of certain states currently require double wall construction for underground fluid storage tanks. Recently, the Federal government has implemented regulations that require all states to have double wall tanks at locations near drinking water sources. Double wall construction provides secondary fluid containment to resolve environmental considerations. Such double wall tank construction constitutes, in effect, an outer secondary containment structure that is supported about an inner primary steel tank. As a result, the interface between the inner primary and outer secondary containment structures defines a secondary contained (double wall) tank which provides for secondary containment of the fluid in the event a leak should develop through the wall of the inner tank.
To detect a leak in a double wall tank, liquid-sensing monitors are conventionally located in communication with one or more low zones in the secondary containment space (interstice) between the inner primary tank and the outer secondary containment structure. Such liquid-sensing monitors are generally located at the bottom of the interstice. Therefore, any leakage outwardly through a breach in the inner primary tank into the interstice, or inwardly through a breach in the secondary containment structure into the interstice, is directed by gravity toward the monitor sensors which then provide an alarm signal to surface equipment indicating the leakage.
While the design of double wall tanks is sound, there have been concerns with the integrity of the outer shell. Specifically, the outer secondary containment structure must exhibit superior strength and durability while protecting the inner shells and heads against corrosion. Consequently, the importance of providing a durable and reliable outer shell cannot be understated.
In light of the above, it is an object of the present invention to provide a storage tank for containing a liquid in which a polyurea jacket acting as the outer secondary containment structure encapsulates the inner primary tank. Another object of the present invention is to provide a tank in which the jacket is formed from a spray-applied polyurea. Still another object of the present invention is to provide a method of manufacturing a storage tank in which a polyurea is sprayed onto a foil or formable sheeting material that encapsulates the inner primary tank and cures to form a secondary containment jacket encapsulating the inner primary tank. It is another object of the present invention to provide a tank and method of manufacturing a tank for storing flammable liquids that is easy to implement, cost effective, simple to install, and that provides a long service life.
In accordance with the present invention, a tank is provided for storing flammable liquids underground. Structurally, the tank includes a steel tank core that encloses a chamber and has an outer surface. Further, the core includes a substantially cylindrical body that defines both an axis and a bottom centerline, with the bottom centerline parallel to the axis. Also, the core includes two heads that seal the open ends of the cylindrical body. For purposes of the present invention, the cylindrical body is provided with an opening positioned along the bottom centerline for monitoring the integrity of the chamber.
In addition to the core, the tank includes a conduit member such as an aluminum screen. Specifically, the screen is attached to the outer surface of the core along its bottom centerline to cover the monitoring opening. For the present invention, the screen provides a communication channel to expedite fluid travel to the monitoring opening. Further, the tank includes an aluminum foil sheeting that is affixed to the screen and to the outer surface of the tank core. The foil defines the area of the core for secondary containment, and thus serves as a barrier to prevent the polyurea from bonding to the core in this area. Accordingly, the foil covers the monitoring opening in the tank core. In order to encapsulate the tank core, the tank is provided with a seamless jacket that is sprayed onto, or otherwise applied to the foil.
With this construction, the screen prevents pinching of the jacket to the tank core at the bottom centerline where the system's compression forces are greatest. Also, the screen expedites the flow of any liquid at the bottom centerline to the monitor opening. Importantly, the screen provides these features while adding very little additional volume to the interstice between the tank core and the jacket.
Functionally, the foil serves as a barrier to define the secondary containment space. Further, the foil provides additional containment to the primary tank and jacket material, a vapor barrier around the primary tank that is impervious to hydrocarbon vapors, and electrochemical protection against corrosion for the primary steel tank in the event of a secondary wall breech. Also, the foil's ability to be formed and remain molded around the primary tank's irregular shape minimizes the volume of the interstitial space. Thus, less of a leakage from a primary or second breech will happen before gravity diverts the fluid to the monitor opening. With the foil's ability to conform tightly to the primary tank's structure, the foil allows the jacket to structurally act as a composite material on a steel surface. With the lack of space between the jacket's inner surface and the tank's outer surface (0 to 0.002 inches for the majority of the interstice), the steel greatly increases the physical properties of the polyurea (i.e., bending, impact resistance).
In manufacturing the tank, the core is first fabricated by constructing the cylindrical body, and sealing the open ends of the cylindrical body with two heads. Then, the monitoring opening is formed into the cylindrical body of the core. Thereafter, the area around openings on the top centerline of the tank core is sandblasted to near white metal. After the core is prepared in this manner, the screen is attached to the outer surface of the tank core along the bottom centerline. Next, the foil is affixed tightly to the screen and to the outer surface of the tank core, except for the areas sandblasted around top centerline openings. Finally, the polyurea is sprayed onto the foil and over the sandblasted steel, with the polyurea curing quickly to form the seamless jacket that encapsulates the tank core. The polyurea is bonded to the core's metal surface around openings thus forming a closed space with the monitor opening as the only entrance.
The novel features of this invention, as well as the invention itself, both as to its structure and its operation, will be best understood from the accompanying drawings, taken in conjunction with the accompanying description, in which similar reference characters refer to similar parts, and in which:
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Elongation (ASTM D 412): 25%
Tensile Strength (ASTM D 412): 3800 psi
Hardness (ASTM D 2240): 70 Shore “D”
Modulus (ASTM D 790): 65,000 psi +/−5000
Shrinkage (ASTM D 955): 0.007 in./in.
Impact (ASTM D 256): 14.5 ft/lb
Tear Resistance (ASTM D 1938): 600 psi
Low Temperature Flexibility (ASTM D 1737): Passes ½″ mandrel at −20° F.
Dry Temperature Resistance (continuous): 200° F. Dry Temperature Resistance (intermittent): 250° F.
Underwriters Laboratories Inc. Standard 1746, 3rd Edition.
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After the screen 54 is attached to the core 20, the aluminum foil sheeting 40 is attached. As shown in
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In an embodiment of the present invention, the B component of the polyurea 66 is a polyether-amine or an amine terminated polyol. It is very reactive and is auto-catalytic (i.e., it does not require a catalyst). The reactivity is typically in the 3-15 second range. Due to the speed of the reactivity, the polyurea 66 is not affected by humidity or moist surfaces (the A and B components react so quickly, that the A component does not have the opportunity to react with water). In
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For the present invention, it is noted that the polyurea 66 can be applied at 20-30° F., ambient temperature, which is lower than typical polyurethanes. Also, the polyurea 66 is solventless, stiff and exhibits excellent impact resistance over a wide range of temperatures as noted above. Importantly, the polyurea 66 has good acid resistance and low water absorption. Further, the polyurea 66 is resistant to creepage and penetration, resistant to heat warpage and cracking. Some properties of the polyurea 66 include: solids by volume: 99% +/−1; zero volatile organic compounds; theoretical coverage of 1604 sq.ft./gal. at 1 mil (3.8 sq. m./gal. at 1 mm); a recommend DFT (applied in multiple passes) of 50-250 mils (1.3-6.4 mm); a mix ratio (by volume): 1“A”:1“B”; and a flash point (PMCC) of 275° F. (135° C.).
While the particular Underground Storage Tank for Flammable Liquids as herein shown and disclosed in detail is fully capable of obtaining the objects and providing the advantages herein before stated, it is to be understood that it is merely illustrative of the presently preferred embodiments of the invention and that no limitations are intended to the details of construction or design herein shown other than as described in the appended claims.