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ESFERAS (TANQUES ESFÉRICOS ) ASME / NOM / PD

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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.

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PRÓXIMAMENTE

Pronto tendremos la ficha técnica de este producto

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