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1 Floating Roof Work Safety 2006 Storage Tank Conference and Safe Entry Workshop Presented by Mark Baker Types of Floating Roofs Pan Roof

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Page 1: Baker FloatingRoofWorkSafety

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Floating Roof Work Safety

2006 Storage Tank Conferenceand Safe Entry Workshop

Presented by Mark Baker

Types of Floating RoofsPan Roof

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Internal Steel Pan Roof

Types of Floating RoofsSteel Annular Pontoon

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Internal Steel Pontoon Roof

Types of Floating Roofs

Internal Steel Annular Open Pontoon

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Types of Floating RoofsSteel Double Deck Floating Roof

Internal Double Deck Roof

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Types of Floating RoofsInternal Aluminum Skin andPontoon Floating Deck

Types of Floating Roofs

Internal Aluminum FullContact Floating Deck

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Types of Floating Roofs

There are many other types

Floating Roof Work Safety

o Incidents have occurred workingunder floating roofs

o People who work around floatingroofs need to be aware of propersafety procedures

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API RP 2016

Guidelines and Procedure for Entering andCleaning Petroleum Storage Tanks

First Edition, August 2001

API RP 2016

o Covers potential hazards associatedwith internal and external floatingroofs

o Potential failure mechanismso Highly divergent riskso Procedures to prevent or mitigate

roof collapseo Procedures for inspecting floating

roofs

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Applicability

o Flat bottom, vertical cylindricalstorage tanks with internal orexternal floating roofs

n Built to API Std. 650 or API 12 C

n Repaired to API Std. 653

Applicability

o All types of:

n Aluminum

n Steel pan

n Steel annular pontoon

n Double deck

n High center deck roofs

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Floating Roof Stability

o Supportn Adequately attached to the floating roof

n Pins capable of carrying roof weight

n Legs should be:

o Straight

o Free from severe corrosion

o Pinned properly

n Roof in reasonable condition

Floating Roof Stability

o Lateral Movementn Small lateral movements increase risks

n Typical rim gap is 6 to 12 inches

n Lateral movement restrained  by:

o Certain types of seals

o Wedges

o Bracing

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Floating Roof Stability

o Rotationn Roof must be stabilized against rotation

n Rotational stability may be provided by:

o Sampling well pipe (typically 6 –10 inch)

o Anti­rotation cable (aluminum decks)

o Other devices

Floating Roof Stability

o Legsn Typically 3 to 4 inch diameter pipesn Some have holes drilled in the pipe for

setting the heightn Roof design can impact leg stability

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Floating Roof Stability

o Pan or single deck

Floating Roof Stability

o Pan or single deck

Note: Deck is weak inbending and allows easylateral deflection of thesupport leg.

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Floating Roof Stability

o Double deck or Annular Pontoon

Note: To deflect a leg in thissection requires actual failure ofthe support leg by bending.

Floating Roof Stability

o Other IFR Decksn Aluminumn Composite

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Roof Failure and Collapse

o Excessive Loading

n External Floating Roofs ­ 25 lb/ft2

n Internal Floating Roofs –12.5 lb/ft2

n IFR with roof drains     –5 lb/ft2

o The roof at weakest state when onlegs

Roof Failure and Collapse

o Excessive Loading

n Liquid in Pontoons

o Product

o Water

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Roof Failure and Collapse

o Excessive Loading

n Leg Pinning

o Not Pinned

o Not Uniformly Pinned

Roof Failure and Collapse

o Stability

n Dependant upon vertical support

n Rotational resistance

o Seals

o Anti­rotation device

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Roof Failure and Collapse

Roof weight is directedvertically down the roofleg

Roof Failure and Collapse

Roof weight is directeddown the roof leg and ahorizontal component offorce is generated

The magnitude of thehorizontal force is dependantupon the weight of the roofand the angle of the leg

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Roof Failure and Collapse

o Stability

n Anti­rotation deviceo Corrosiono Weld Failureo Missing

n Work on top of the roofo May add excessive weighto May add excessive movement

Roof Failure and Collapse

o Stability

n Roof Sealso Wiper Sealso Foam Logo Mechanical Shoe Seals

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Inspections

o Above the roof Inspections

n At the top of the tank

n Without entry into the confined space

Inspections

o Inspect:n Water or Product on the Roofn Floating Roof Legso Check for vertical alignmento All pinned properly

n Anti­Rotation Systemo Verify working anti­rotation deviceo Check floating roof fitting for damage

n Rim Sealso Check seal condition

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Inspections

o Below the roof Inspections

n From outside the tank

n Without entry into the confined space

Inspections

o Inspect:n Floating Roof Legso Misalignmento Bucklingo Corrosion

n Anti­Rotation Systemn Rim Sealso Check primary sealo Check for wiper seals

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Before Cleaning Tanks

o Minimize Exposure ­ Atmosphere isHazardous

o Condition of the roof is often unknowno Install a temporary roof support

After Cleaning Tanks

o Inspect Leg Condition

n UT, Hammer

o Cribbing

n Ensures that the entry manhole will remain clearand open during a roof collapse

n Serves as a guide to the exit

n Protects personnel inside the tank within ~30 ftradius of the manhole

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After Cleaning Tanks

o Cribbing (Baker Comments)

n The strength of wood timbers isdependant upon type of wood and itscondition

n Compressive strength ranges from 200PSI to 1,000 PSI.

n Engineer should design a cribbing stack

After Cleaning Tanks

o Lateral Movement Backup

n Wedges

n Radial steel beams

o Extending to within 1inch of the shell

o Used only on clean andgas freed tanks

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After Cleaning Tanks

o Anti­Rotation Backupn Required unless a guide pole is present,

the seal is a shoe seal and in goodcondition

n Wooden wedges –4 placesn Other systems may be required

Cable Suspended Roofs

o Not specifically covered in API RP 2016

o Principles can beapplied

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Cable Suspended Roofs

o Risks Reduced forn Lateral Movementn Rotation

o Other Concerns which should bechecked:

Cable Suspended Roofs

o Condition of the cableo Condition of fixed roof node

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Cable Suspended Roofs

o Excessive Loading of the Fixed Roofn High external loads may reduce load

carrying ability of the roof

o Excessive loading of the floating roofn Trapped productn Water on the roof

o Damage or deterioration of the RoofStructure

Other Standards

o API Publication 2026, “SafeAccess/Egress Involving FloatingRoofs of Storage Tanks in PetroleumService”

o Confined Space Entry –29 CFR1910.146

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Conclusions

o The risk of incidents can beminimized implementing API RP 2016

o The likelihood of a failure is not thesame for all roof designs

o Backup protection schemes should bereviewed to determine applicability