Method of constructing a large spherical tank supported by a skirt on land

Claim 3

A method according to claim 1, including the step of forming a hollow in the ground at the erection site before the prefabricated structure is brought into position at the erection site to provide room for lowering the bottom polar cap section of the sherical tank.

Claim 4

A method according to claim 1, including the step of supporting the prefabricated upper tank section with said polar cap therein during transportation by the use of a temporary support construction engaged with said skirt support element.

Claim 5

A method according to claim 3 including the steps of forming at the erection site a partial support skirt arranged to fit between elements of the temporary support construction in position to be engaged with said skirt support element and assume the support function, positioning the upper tank section with its skirt support element over said partial support skirt, completing the support skirt below the tank's skirt support element and engaging the tank's skirt support element with the completed support skirt and thereafter removing the temporary support construction.

Claim 6

A method according to claim 3 including the steps of removing said prefabricated tank sections into position at the erection site, forming at the erection site a support skirt beneath the tank's skirt support element and in engagement therewith and with the temporary support construction thereby to make the temporary support construction a part of the permanent skirt constructed at the erection site.

Claim 7

In a method of constructing a large, land-based skirt-supported spherical tank, the steps of prefabricating the spherical tank at a fabrication site in two sections by forming an upper greater than hemispherical tank section including a skirt support element and a bottom polar cap section, said upper tank section and said bottom polar cap sections having complimentary edges adapted to be welded together at an erection site to form the completed tank, said edges defining a diameter smaller than the diameter of the completed tank, transporting the prefabricated tank section to the erection site while supporting the bottom polar cap section by suspending it inside the upper section of the spherical tank shell, thereby reducing the height of the unit during transportation, forming slideways for skid transportation of the tank to the erection site, said transportation step including moving the tank section along said slideways into a desired final position at the erection site, lowering the bottom polar cap section at the final position of the tank into position with said edges aligned and thereafter securing said bottom polar cap section of the tank shell along side edge.

Claim 8

In a method of constructing a large, land-based skirt-supported spherical tank, the steps of prefabricating the spherical tank at a fabrication site in two sections by forming an upper greater than hemispherical tank section including a skirt support element and a bottom polar cap section, said upper tank section and said bottom polar cap sections having complimentary edges adapted to be welded together at an erection site to form the completed tank, said edges defining a diameter smaller than the diameter of the completed tank, transporting the prefabricated tank section to the erection site while supporting the bottom polar cap section by suspending it inside the upper section of the spherical tank shell, thereby reducing the height of the unit during transportation, forming slideways for skid transportation of the tank to the erection site, said transportation step including moving the tank section along said slideways into a desired final position at the erection site, lowering the bottom polar cap section at the final position of the tank into position with said edges aligned and thereafter securing said bottom polar cap section of the tank shell along side edge.

Claim 9

A method according to claim 6, wherein said step of forming slideways includes the steps of forming at least first and second perpendicularly extending and intersecting slideways each consisting of a pair of parallelly extending skid slides, and the additional steps of forming a construction hollow at the erection site to provide room for lowering the bottom polar cap section, the distance between the parallel skid slides being made wide enough to give room for the construction hollow.

Claim 10

In a method of constructing a large, land-based skirt-supported spherical tank, the steps of prefabricating the spherical tank at a fabrication site in two sections by forming an upper greater than hemispherical tank section including a skirt support element and a bottom polar cap section, said upper tank section and said bottom polar cap section having complimentary edges adapted to be welded together at an erection site to form the completed tank, said edges defining a diameter smaller than the diameter of the completed tank, transporting the prefabricated tank section to the erection site while supporting the bottom polar cap section by suspending it inside the upper section of the spherical tank shell, thereby reducing the height of the unit during transportation, lowering the bottom polar cap section at the final position of the tank into position with said edges aligned and thereafter securing said bottom polar cap section of the tank shell along said edge and forming at the erection site a concrete skirt by using slip-form concrete construction and embedding said tank skirt support element secured to the tank within the concrete, including the step of anchoring the tank support skirt element in the concrete skirt.

Claim 11

In a method of constructing a large, land-based skirt-supported spherical tank, the steps of prefabricating the spherical tank at a fabrication site in two sections by forming an upper greater than hemispherical tank section including a skirt support element and a bottom polar cap section, said upper tank section and said bottom polar cap section having complimentary edges adapted to be welded together at an erection site to form the completed tank, said edges defining a diameter smaller than the diameter of the completed tank, transporting the prefabricated tank section to the erection site while supporting the bottom polar cap section by suspending it inside the upper section of the spherical tank shell, thereby reducing the height of the unit during transportation, lowering the bottom polar cap section at the final position of the tank into position with said edges aligned and thereafter securing said bottom polar cap section of the tank shell along said edge and forming at the erection site a concrete skirt by using slip-form concrete construction and embedding said tank skirt support element secured to the tank within the concrete, including the step of anchoring the tank support skirt element in the concrete skirt.

Claim 12

In a method of constructing a large, land-based skirt-supported spherical tank, the steps of prefabricating the spherical tank at a fabrication site in two sections by forming an upper greater than hemispherical tank section including a skirt support element and a bottom polar cap section, said upper tank section and said bottom polar cap section having complimentary edges adapted to be welded together at an erection site to form the completed tank, said edges defining a diameter smaller than the diameter of the completed tank, transporting the prefabricated tank section to the erection site while supporting the bottom polar cap section by suspending it inside the upper section of the spherical tank shell, thereby reducing the height of the unit during transportation, lowering the bottom polar cap section at the final position of the tank into position with said edges aligned and thereafter securing said bottom polar cap section of the tank shell along side edge supporting the prefabricated upper tank section during said transportation step by a temporary support construction engaged with the tank's skirt support element, casting a concrete skirt in several sections at the erection site, supporting said upper tank sections on said concrete skirt sections by use of a plurality of intermediate members between said tank support skirt and said concrete skirt sections, removing the tank support construction, engaging a plurality of jacks between said concrete skirt sections and said tank support skirt element for transfering the tank weight therebetween and for fine adjustment of the tank height, and thereafter casting more concrete up to a desired level for anchoring said tank skirt support element in the concrete.

Claim 13

In a method of constructing a large, land-based skirt-supported spherical tank, the steps of prefabricating the spherical tank at a fabrication site in two sections by forming an upper greater than hemispherical tank section including a skirt support element and a bottom polar cap section, said upper tank section and said bottom polar cap section having complimentary edges adapted to be welded together at an erection site to form the completed tank, said edges defining a diameter smaller than the diameter of the completed tank, transporting the prefabricated tank section to the erection site while supporting the bottom polar cap section by suspending it inside the upper section of the spherical tank shell, thereby reducing the height of the unit during transportation, lowering the bottom polar cap section at the final position of the tank into position with said edges aligned and thereafter securing said bottom polar cap section of the tank shell along side edge supporting the prefabricated upper tank section during said transportation step by a temporary support construction engaged with the tank's skirt support element, casting a concrete skirt in several sections at the erection site, supporting said upper tank sections on said concrete skirt sections by use of a plurality of intermediate members between said tank support skirt and said concrete skirt sections, removing the tank support construction, engaging a plurality of jacks between said concrete skirt sections and said tank support skirt element for transfering the tank weight therebetween and for fine adjustment of the tank height, and thereafter casting more concrete up to a desired level for anchoring said tank skirt support element in the concrete.