API standard 650 self-anchored tanks guide pole
Usually, the wind load in the API standard 650 self-anchored tanks construction area should be considered before the tank design and construction. The wind load in the API standard 650 self-anchored tanks construction area has an impact on the stability and economy of the API standard 650 self-anchored tanks. 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 standard 650 self-anchored tanks, the shape of the ladder, the platform, the pipeline and the top cover must be considered.
Materials for API standard 650 self-anchored tanks primary components shall comply with the requirements of Tables R-1 and R-2. All primary components shall be impact tested in accordance with R.2.1.2 through R.2.1.4. Impact testing of API 620 welded storage tanks plates, including structural members made of plate, shall comply with Table R-1. Impact test specimens shall be taken transverse to the direction of final plate rolling.
For floating roof API 650 tanks, the net working capacity is the liquid volume contained between the API standard 650 self-anchored tanks maximum operating level (300 mm below rim for metallic type seals and 600 mm below rim for fabric type seals) and the minimum operating level (API 650 tanks roof supports clearing the tank bottom by 25 mm while set at the operating position).
Firmly establish the "people-oriented, safe development" concept, strictly follow the safety production policy of "safety first, prevention first, comprehensive management", strengthen and improve the management and supervision of safety production in an all-round way, and strive to improve the controllability of safety management And effectiveness, cultivate safety culture, improve long-term safety production mechanism, and build a harmonious BEBON.
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