API Std 650 self-anchored tank seal membrane
API 650 storage tank stipulates that if the thickness of the lower wall panel obtained by calculating the anti-overturning moment is greater than the thickness of the API Std 650 self-anchored tank hydrostatic pressure test (both do not include the corrosion allowance).
The thickness of the API Std 650 self-anchored tank annular bottom plates shall be in accordance with Table Q-4 (for steel or aluminum, as applicable). The thicknesses shown are minimums. The ring of annual plates shall have a circular outside circumference, but it may have a regular polygonal shape inside the tank shell with the number of sides equal to the number of annular plates. These pieces shall be butt-welded in accordance with Q.7.1.1, Item b. The plates of the first shell course shall be attached to the annular bottom plates by a weld as required by API 620 oil tank 5.9.5 except when a full-penetration weld is used or required (see Q.7.1.1). Butt-welds in annular plates shall be not closer than 12 in. from any vertical weld.
Usually, the wind load in the API Std 650 self-anchored tank construction area should be considered before the tank design and construction. The wind load in the API Std 650 self-anchored tank construction area has an impact on the stability and economy of the API Std 650 self-anchored tank. In the area with large wind load, it is safe to design the tank as "squat". When calculating the wind force, the influence of the thickness of the insulation layer of the API Std 650 self-anchored tank, the shape of the ladder, the platform, the pipeline and the top cover must be considered.
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