2. - THE COMPANY
EBSE Engenharia de Soluções is a brazilian traditional factory for industrial equipment, large
diameter pipes and heavy duty welded steel components.
EBSE was founded in 1913. In September of 2000, the MPE Group took over the control of the
company, introducing operational improvements and new management philosophy.
The factory is located in Santissimo, industrial area of Rio de Janeiro, Brazil. The total area is
about 100.000m2, one of the largest in its sector in Brazil, located near important accesses for
rail, road and marine transport.
EBSE has expertise in designing, fabricating and assembling equipment, pipes and spools,
as well as modular structures for industrial plants for the segments of oil and gas, energy,
paper and pulp, steel, nuclear and water and sewage.
EBSE is organized in independent Business Units responding for its own operational and
commercial performance, supported by corporate administrative and financial services.
5. - CERTIFICATES
• ISO 9001: 2000
• API Spec. 5L and 5LX
• API Spec. 2B for Fabricated Steel Pipes
• ASME Stamps U, U2, S
• ISO 14001
• ISO 18001
• Petrobras CRCC
• Eletronuclear Supplier Cert.
• Social Stamp SA 8000
6. - PIPING
• Welded Conduction Pipes
Acarbon Steel – 12” to 200”diametrs, with thickness from 3,2 to 100mm (4”), as per API 5L, ASTM
and AWWA standards.
• Structural Pipes
Carbon Steel API 2B pipes for offshore platform – compliant with PETROBRAS N-1852 standard.
• Jackets
As per PETROBRAS N-2262 standard.
• Piles
ASTM A-252 – Grades 1, 2 and 3.
7. FLARES (STRUCTURAL PIPES) JACKETS (STRUCTURAL PIPES)
Project P-51 – FSTP Project: Mexilhão Platform - Maua Jurong
Aprox.. 512 tons of Structural Pipes Aprox. 3.500 ton of Structural Pipes
Project P-52 – FSTP
Aprox. 500 tons of Structural Pipes PILES
Project: Polvo Platform - Devon
Project P-56 (P-51 Clone) – FSTP 8 Piles for POLVO platfrom (2.600 ton)
Aprox.512 tons of Structural Pipes
PROCESS PIPES
CRANE PEDESTALS
Project: RNEST
Project: P-51 - FSTP 8.300 Tons of API 5L gr. B Pipes
Crane Pedestal (66 ton)
Project: P-56 (P-51 Clone) - FSTP
Crane Pedestal (66 ton)
8. Production takes place in industrial buildings, divided in production centers supported by
overhead cranes up to 60t. The fabrication complies with the codes and standards defined
in the project specification, assuring conformity and quality.
Products:
• API storage tanks;
• pressure vessels;
• process towers and columns;
• reactors;
• Offshore Separators;
• Scrubbers;
• chimneys;
• cyclones;
• silos;
• pig launchers and receivers;
• filters and collectors;
• steel structures;
• others.
12. Fabrication and assembly of Process Modules and Skids for onshore and offshore
installations, in partnership with technological companies.
• Detailed Engineering.
• Fabrication of steel structures, pressure vessels, storage tanks and spools.
• Procurement of all components.
• Erection of mechanical equipment, electrical components and instrumentation.
• Tests and Commissioning.
28. FORTUNE 500
Founded in 1987, The Shaw Group provides premier engineering, design, construction,
maintenance, fabrication, and manufacturing services to private-sector and government
clients in the energy, chemicals, power, nuclear, environmental, infrastructure, and
emergency response markets.
Name: The Shaw Group Inc.
Headquarters: Baton Rouge, Louisiana
Public corporation: NYSE Symbol: SHAW
2010 Revenue: $7.1 Billion USD
Backlog: $20.3 Billion
Number of employees: 28,000
Website www.shawgrp.com
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30. - SPOOLS
• Pipe-shop for carbon and alloy
steel
Covered area of 4.000 m2
Cranes up to 15 tons
Warehouse for fittings
Large storage area
Automatic welding
X-Ray Bunkers
• Pipe-shop for Stainless. Duplex
and Super Duplex steel
This unit is pressurized, providing
permanent positive internal pressure,
preventing contamination and
assuring the integrity of the welding.
38. Fatigue and Proof Testing of 1½ D Induction Bends
Typical microstructure found at the mid-wall
thickness of the unbent base pipe (A106 GR B)
in a 1½ D Induction Bend.
(R.N. 15,712) (100x, Nital Etch)
Typical microstructure found at the mid-wall
thickness of the Intrados (Inner radius) in a 1½
D Induction Bend.
(R.N. 15,712) (100x, Nital Etch)
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39. WALL REQUIREMENTS FOR STRENGTH
Design to pressure ASME B31 (according to Lorenz calculation)
Design to pressure DIN 2413
For the intrados of the bend: I = (4(R/Do)-1) / (4(R/Do) – 2)
For the extrados of the bend: I = (4(R/Do)+1) / (4(R/Do) + 2)
– 1.5 R/D Bend – 13.0 % = Min Extrados Wall + 26.0 % = Min Intrados Wall
– 2.0 R/D Bend – 10.5 % = Min Extrados Wall + 17.0 % = Min Intrados Wall
– 2.5 R/D Bend – 9.0 % = Min Extrados Wall + 12.5 % = Min Intrados Wall
– 3.0 R/D Bend – 7.3 % = Min Extrados Wall + 10.0 % = Min Intrados Wall
– 4.0 R/D Bend – 5.2 % = Min Extrados Wall + 7.0 % = Min Intrados Wall
– 5.0 R/D Bend – 4.7 % = Min Extrados Wall + 6.0 % = Min Intrados Wall
40. Fatigue and Proof Testing of 1½ D Induction Bends
Test Results
Failed Test Assemblies 11, 12 and 13 Failed Test 13 Assembly: Rupture in Bend
(front to back): All failed in Bend Tangent and Strain Measurement at the
Tangents with negligible yielding bend center
(bulging) in bends proper
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