Tank base
A method for the construction of an improved tank base. A tank base is constructed for protection against accidental spills and/or leaks associated with a tank battery. The improved tank base comprises at least one part of a suitable substrate, which allows for the adhesion of an elastomer such as polyurea. Polyurea is preferably applied using a spray device which yields an average coverage of about 50-80 mils, and most preferably 60 mils. If more than one substrate is used, one or more substrates can be bound together with a fastening system. Once pressure is applied in the form of weight, the fastening system can be removed, resulting in an improved tank base having at least one seam and impervious to the fluid of the tank battery.
1. A tank base sized to provide a load-bearing support for an above-ground storage tank, the above-ground storage tank having a bottom and defining an outer circumference, the tank base comprising:
a first part, comprising:
a first substrate having a first thickness sized to provide the load-bearing support for the above-ground storage tank; and
a first elastomer disposed onto an outer surface of the first substrate;
wherein the first part comprises a first planar portion;
a second part positioned adjacent to the first part, the second part comprising:
a second substrate having a second thickness sized to provide the load-bearing support for the above-ground storage tank; and
a second elastomer disposed onto an outer surface of the second substrate;
wherein the second part comprises a second planar portion;
wherein the first and second planar portions are coplanar and perpendicular to each of the respective first and second thicknesses of the first and second substrates; and
a first seam formed between the first and second parts to allow for fluid to disperse away from the bottom of the tank, via the first seam, when the tank base provides the load-bearing support for the above-ground storage tank.
2. The tank base of claim 1 , wherein:
the outer circumference of the tank is generally circular or oblong in shape;
each of the first and second parts comprises a curved edge portion; and
each of the respective curved edge portions of the first and second parts forms part of an outer periphery that is generally circular or oblong in shape.
3. The tank base of claim 1 , wherein the first and second parts are shaped so that the first seam is interlocking.
4. The tank base of claim 1 , wherein the first substrate and the second substrate comprise a foam material having a density of at least about 2 pounds per cubic foot.
5. The tank base of claim 4 , wherein the foam material comprises expanded polystyrene, and wherein the first elastomer and the second elastomer comprise a polyurea elastomer.
6. The tank base of claim 1 , wherein the first elastomer and the second elastomer each have a thickness of at least about 50 mils, wherein the first thickness and the second thickness are each at least about 3 inches, and wherein at least one of the first and second parts defines a dimension sized to accommodate the outer circumference of the above-ground storage tank and to provide the load-bearing support for the above-ground storage tank, the dimension extending in a direction that is perpendicular to each of the respective first and second thicknesses of the first and second substrates.
7. The tank base of claim 1 , wherein the first elastomer is coated onto the outer surface of the first substrate and the second elastomer is coated onto the outer surface of the second substrate.
8. The tank base of claim 1 , wherein the first elastomer encapsulates the first substrate and the second elastomer encapsulates the second substrate.
9. The tank base of claim 1 , wherein the fluid is a liquid.
10. The tank base of claim 9 , wherein the liquid is water.
11. The tank base of claim 10 , wherein the first seam is configured to allow for passage of water from the bottom of the tank to a floor of a secondary containment system onto which the tank base is configured to be placed.
12. The tank base of claim 1 , further comprising no more than two seams.
13. A method for constructing a tank base sized to provide a load-bearing support for an above-ground storage tank, the above-ground storage tank having a bottom and defining an outer circumference, the method comprising:
providing a first substrate comprising a foam material and having a first thickness sized to provide the load-bearing support for the above-ground storage tank;
applying a first elastomer to an outer surface of the first substrate to provide a first part;
providing a second substrate comprising a foam material and having a second thickness sized to provide the load-bearing support for the above-ground storage tank;
applying a second elastomer to an outer surface of the second substrate to provide a second part;
wherein the first and second parts are configured to interlock with one another thereby forming an interlocking seam between the first and second parts to allow for fluid to disperse away from the bottom of the tank, via the interlocking seam, when the tank base provides the load-bearing support for the above-ground storage tank.
14. The method of claim 13 , wherein the first elastomer is sprayed onto the outer surface of the first substrate to provide the first part and the second elastomer is sprayed onto the outer surface of the second substrate to provide the second part.
15. The method of claim 13 , wherein the first substrate and the second substrate comprise a foam material having a density of at least about 2 pounds per cubic foot.
16. The method of claim 13 , wherein the fluid is liquid water.
17. The method of claim 15 , wherein:
the foam material comprises expanded polystyrene,
the first elastomer and the second elastomer comprise polyurea,
the first elastomer has a thickness of at least about 50 mils once disposed on the first substrate,
the second elastomer has a thickness of at least about 50 mils once disposed on the second substrate,
the first thickness of the first substrate is at least about 3 inches, and
the second thickness of the second substrate is at least about 3 inches.
18. The method of claim 16 , further comprising interlocking the first substrate with the second substrate to form the interlocking seam.
19. A tank base sized to provide a load-bearing support for an above-ground storage tank, the above-ground storage tank having a bottom and defining an outer circumference, the tank base prepared by a process comprising:
providing a first substrate comprising a foam material and having a first thickness sized to provide the load-bearing support for the above-ground storage tank;
coating the first substrate with a first elastomer to provide a first part;
providing a second substrate comprising a foam material and having a second thickness sized to provide the load-bearing support for the above-ground storage tank;
coating the second substrate with a second elastomer to provide a second part; and
interlocking the first and second parts with one another thereby forming an interlocking seam between the first and second parts to allow for fluid to disperse away from the bottom of the tank, via the interlocking seam, when the tank base provides the load-bearing support for the above-ground storage tank.
20. The tank base of claim 19 , wherein the foam material comprises expanded polystyrene, wherein the first elastomer and the second elastomer comprise polyurea, wherein the first elastomer and the second elastomer each have a thickness of at least about 50 mils, and wherein the first thickness and the second thickness are each at least about 3 inches.
21. The tank base of claim 19 , wherein the first elastomer is sprayed onto an outer surface of the first substrate to provide the first part and the second elastomer is sprayed onto the outer surface of the second substrate to provide the second part.
22. The tank base of claim 19 , wherein the fluid is a liquid.
23. The tank base of claim 22 , wherein the liquid is water.
24. A secondary containment system, comprising:
a floor; and a
a tank base sized to provide a load-bearing support for an above-ground storage tank, the above-ground storage tank having a bottom and defining an outer circumference, the bottom disposed on the floor, and the tank base comprising:
a first part, comprising:
a first substrate having a first thickness sized to provide the load-bearing support for the above-ground storage tank; and
a first elastomer disposed onto an outer surface of the first substrate;
wherein the first part comprises a first planar portion;
a second part positioned adjacent to the first part, the second part comprising:
a second substrate having a second thickness sized to provide the load-bearing support for the above-ground storage tank; and
a second elastomer disposed onto an outer surface of the second substrate;
wherein the second part comprises a second planar portion;
wherein the first and second planar portions are coplanar and perpendicular to each of the respective first and second thicknesses of the first and second substrates; and
a first seam formed between the first and second parts to allow for fluid to disperse away from the bottom of the tank, via the first seam, when the tank base provides the load-bearing support for the above-ground storage tank.
25. The secondary containment system of claim 24 , wherein the first and second parts are shaped so that the first seam is interlocking.
26. The secondary containment system of claim 24 , wherein the first substrate and the second substrate comprise a foam material having a density of at least about 2 pounds per cubic foot.
27. The secondary containment system of claim 26 , wherein the foam material comprises expanded polystyrene, and wherein the first elastomer and the second elastomer comprise a polyurea elastomer.
28. The secondary containment system of claim 24 , wherein the first elastomer and the second elastomer each have a thickness of at least about 50 mils, wherein the first thickness of the first substrate and the second thickness of the second substrate are each at least about 3 inches, and wherein at least one of the first and second parts defines a dimension sized to accommodate the outer circumference of the above-ground storage tank and to provide the load-bearing support for the above-ground storage tank, the dimension extending in a direction that is perpendicular to each of the respective first and second thicknesses of the first and second substrates.
29. The secondary containment system of claim 24 , wherein the fluid is liquid water and the first seam is configured to allow for passage of water from the bottom of the tank to the floor of the secondary containment system.
30. The secondary containment system of claim 24 , wherein the tank base further comprises no more than two seams.