TATSA carries out the design, procurement of materials, installation at the plant, shipment to the site, construction and tests for spherical containers. These may be at room temperature or semi-refrigerated with capacities from 5,000 to 68,000 Barrels, adjusting to the customer's storage volume needs.
TECHNICAL CHARACTERISTICS:
Designed in accordance with ASME Code Section VIII Div. 1 or Div. 2 (Stamped and registered with National Board) or British Standard PD 5500 (Certified by Agency that acts as Inspection Agency).
Characteristics
Environment
Refrigerated
Capacities
10 a 40 MB (1590 a 6360 m3)
25 a 45 MB (3975 a 7155 m3)
Design pressure
10 a 17.5 Kg/cm2 (150 a 250 psi)
5.0 a -7.0 Kg/cm2 (71 a 100 PSIG)
Design temperature
38° a 60° C (100° F a 140°)
-10 a 10° C (-14 a 50° F)
Operating Temperature
38° C a 50° (100° F a 122° F)
0 a 5° C (32 a 41° F)
Hydrostatic test
Conforms to the Design Code
STRUCTURAL SUPPORT DESIGN
AISC (American Institute of Steel Construction) Structure Mathematically Modeled in STAAD.
Earthquake, Wind and Combined Load Requests
• UBC (Unified Building Code)
• CFE Civil Works Manual
Foundation loads derived from the Mathematical Model are delivered
• The information described is for reference only, each requirement may be analyzed to adapt to the client's requirements.
• The design of spheres is not limited to 45,000 barrels of capacity, larger containers may be available under special cases.
Characteristics
Capacities
Environment
10 a 40 MB (1590 a 6360 m3)
Refrigerated
25 a 45 MB (3975 a 7155 m3)
Design pressure
Environment
10 a 17.5 Kg/cm2 (150 a 250 psi)
Refrigerated
5.0 a – 7.0 Kg/ cm2 (71 a 100 PSIG)
Design temperature
Environment
38° C a 60 °C (100° F a 140°F)
Refrigerated
-10 a 10° C (-14 a 50° F)
Operating Temperature
Environment
38° C a 50°C (100° F a 122°F)
Refrigerated
0 a 5° C (32 a 41° F)
Hydrostatic test
Conforms to the Design Code
STRUCTURAL SUPPORT DESIGN
AISC (American Institute of Steel Construction) Structure Mathematically Modeled in STAAD.
Earthquake, Wind and Combined Load Requests
• UBC (Unified Building Code)
• CFE Civil Works Manual
Foundation loads derived from the Mathematical Model are delivered
•La información descrita es solo como referencia, cada requerimiento podrá ser analizado para adaptarse a los requerimientos del cliente.
•El diseño de esferas no se limita a 45,000 barriles de capacidad, se podrá contar con recipientes más grandes bajo casos especiales.
