FINAL-StructuralPreservation TomKline...
Transcript of FINAL-StructuralPreservation TomKline...
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CONCRETE FIREPROOFINGCONCRETE FIREPROOFINGANALYSIS, EVALUATION AND
REPAIR STRATEGIESANALYSIS, EVALUATION AND
REPAIR STRATEGIES
April 12 16 2010April 12 16 2010April 12 - 16, 2010League City, Texas, USA
April 12 - 16, 2010League City, Texas, USA
Picture Courtesy of Refinery Terminal Fire Company (RTFC)
Thomas R. Kline [email protected] 281.479.0391
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Fireproofing PurposeFireproofing Purpose
Maintaining structural stability and integrity of steel members and vessel/pipe supports for a defined period of time when exposed to a fire
Protection
Active PassiveActive PassivePicture Courtesy of Refinery Terminal Fire Company (RTFC)
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Fireproofing BasicsFireproofing Basics
Material minimum thickness
Restrict heat transfer rate
Protected element
Acceptable steel core temperature at
the end of fire exposure to avoid collapse/buckling
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Comparison of Typical ‘Hydrocarbon’ and ‘Cellulose’ Time-Temperature Curves
2500 1400
Hydrocarbon
Cellulose Time Temperature Curves
2000
1000
1200
it (°F
)
s (°C
)
Cellulose
Hydrocarbon
Within 4
1500800
Fahr
enhe
es C
elsi
us
Within 4 minutes
1000
400
600
Deg
rees
F
Deg
ree
0
500
0
200
D
00 20 40 60 80 100 120
0
Minutes4
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Effect Of Temperature On Strength Of Structural Steel
100
Structural Steel
80
reng
th
60
rigin
al S
t
50% reduction@ 1000 °F
40
cent
of O
@ 1000 F
20Perc
050 300 550 800 1050 1300 1550
Degrees Fahrenheit (°F) 5
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Fire And Explosion Behavior
Resistance to thermal and erosive forcesSurface temperature of substrateNon-combustibleWithstand effects of explosion and subsequent drag pressures
Picture Courtesy of Refinery Terminal Fire Company (RTFC)
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Pre-Fire Durability
Weather cycling and chemical toleranceVapor permeability and low porosityVibration resistance - compressive, tensile and flexural strengthHardness value and impact resistanceAbrasion and erosion resistanceBonding strengthBonding strengthWash-down resistance
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Passive Fireproofing Materials
CEMENTITIOUSLightweight
D
Heat absorbersHard and durableEconomicDense
Epoxy
EconomicEasy to install and repair
React under fire and emit gasesINTUMESCENT Epoxy
basedg
Form a low density carbonaceous char
FIBROUSBoards
Blankets
Can provide thermal insulationAbsorb waterIndoor applications
COMPOSITES
Blankets
Composite Sandwich of metallic cladding, cementitious board and mineralCOMPOSITES p
Panelscementitious board, and mineral or ceramic fibersNot economically feasible
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Cementitious Concrete MaterialsMade with Portland cement or modified fire-resistant cementsSpecific weights
Dense concrete - 140 to 150 lb./ft3
Li ht i ht t 25 t 80 lb /ft3Lightweight concrete - 25 to 80 lb./ft3
Thermal conductivity tends to be inversely proportional to specific weightproportional to specific weightCapable of withstanding direct flame impingement up to 2000o F (1100o C)impingement up to 2000 F (1100 C)Alkaline passive film protects the embedded steel
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Intumescent Epoxy CoatingsIntumescent coatings react to flame or heat at around 300o Fahrenheit (149o C) by expanding i t thi k lti ll l i l ti bl k t Thiinto a thick multicellular insulating blanket. This intumescent carbonaceous foam sharply limits the spread of flame and insulates the steel.the spread of flame and insulates the steel.Washable, aesthetically pleasing, mark resistant surface like traditional paintpProvide protection from corrosionRequire expertise in application and controlledRequire expertise in application and controlled conditionsComparatively higher cost to cementitious p y gmaterials
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Fireproofing Rating
A function of:
Time and ease of evacuationFire hazard posed by substancep yFire suppression capabilities
2 inches (50 mm) of cementitious products willcementitious products will provide a 2-hour rating (BS476 & ASTM E-119)( )
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Concrete Fireproofing In Processing Units
Multilevel EquipmentMultilevel Equipment Structures
Pipe Racks
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Fireproofing Deterioration
CorrosionCorrosion Cracking
Risk Of Loss Of Fi P t tiFire Protection
Efflorescence Fire Damage
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Embedded Structural Steel Corrosion Exposed During
Fireproofing InspectionFireproofing Inspection Process
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Rust Stains Emerging From Fireproofing IndicatingFireproofing Indicating Early Evidence Of Steel
Member Corrosion
Failed Fireproofing Due To Embedded Structural Steel
Member Corrosion
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Improperly DetailedImproperly Detailed Cementitious
Fireproofing, Notice No Mesh
ReinforcementReinforcement
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Severely Corroded Embedded Wire
Mesh And CorrodingMesh And Corroding Structural Steel Member Flanges
Severely yCorroded
Embedded Wire Mesh And Corroding g
Structural Steel Members &
Connections17
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Fireproofing Deterioration Fireproofing Deterioration MechanismMechanism
CorrosionCorrosion-InducedCorrosion
ProductsDelamination/Spalling
Induced Cracking
Structural SteelCementitious Structural Steel Beam/ColumnFireproofing
Surface Corrosion
Shrinkage CrackingCorrosion
Productsg
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Fireproofing Deterioration ( )
Fireproofing Deterioration ( )Mechanism (cont.)Mechanism (cont.)
Structural SteelStructural Steel Beam/Column
Preformed Inorganic Panel g
Fireproofing
Open Areas Within The “Boxed” St t l M b Fill With M i t
Corrosion Structural Member Fills With Moisture
And Promotes CorrosionProducts
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Prior Repair Shrinkage Cracked
And Pipe SlideAnd Pipe Slide Shoe “Seized” By
Corrosion
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Fireproofing Deterioration ( )Mechanism (cont.)
PIPELINEC i B ild U
Structural Steel Corrosion
Corrosion Build-Up Frozen Slide
Cementitious Fireproofing
Co os oRotation
St t l St l
Fireproofing
Structural Steel Beam/ColumnRotation
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Condition Survey And Evaluation
Assess the condition of concrete fireproofingfireproofing
Evaluate causes of concrete/steel distressdistress
Provide conceptual repair recommendations
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Need For Fireproofing
SafetyPossible structural collapse
RestorationPossible structural collapseReduced fire protection/lower expected performancePersonnel at risk due to falling debrisfalling debris
Insurance costsAesthetics ofAesthetics of damaged/falling fireproofingfireproofing
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Visual Inspection And Mapping
Note: Excavation at crack locationNote: Excavation at crack location
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Excavation Geometry
St t lStructural Steel
element
Reinforcing wire mesh Structural
Steel Beam
Fireproofing
Fireproofing
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Ultrasonic Thickness Measurements
Ultrasonic Thickness M tUltrasonic Thickness M tMeterStructural steel pipes,
b d b
MeterStructural steel pipes,
b d bwebs and beams flangesA id f
webs and beams flangesA id fAccess one side of steel memberAccess one side of steel member
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Measurement Analysis
Wide Flange Flange SectionWide Flange Shape
Flange Thickness tf
Section Loss (%)
Theoretical
Measured
vs
If critical, remedial actions tw
tf
needed before...27
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Conceptual Fireproofing RepairAssemble scaffolding for elevated regions of distressed fireproofingAssemble scaffolding for elevated regions of distressed fireproofingof distressed fireproofingRemove deteriorated concrete fireproofing and wire mesh avoiding damage to
of distressed fireproofingRemove deteriorated concrete fireproofing and wire mesh avoiding damage toand wire mesh avoiding damage to structural steel membersClean exposed embedded structural steel
and wire mesh avoiding damage to structural steel membersClean exposed embedded structural steelClean exposed embedded structural steel members of corrosion productsInspect members and connections for
Clean exposed embedded structural steel members of corrosion productsInspect members and connections forInspect members and connections for structural integrityCoat exposed structural steel section
Inspect members and connections for structural integrityCoat exposed structural steel sectionCoat exposed structural steel sectionCoat exposed structural steel section
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Fireproofing Repair (Cont.)Install wire meshA bl t ti ht it f kInstall wire meshA bl t ti ht it f kAssemble mortar-tight cavity formwork Re-establish the cementitious fireproofing
ti b i “f d ” l t
Assemble mortar-tight cavity formwork Re-establish the cementitious fireproofing
ti b i “f d ” l tsection by using “form and pour” placement techniquesR f k ft i i d d
section by using “form and pour” placement techniquesR f k ft i i d dRemove formwork after curing period and surface grind cementitious repairs to match original fireproofing surface contours
Remove formwork after curing period and surface grind cementitious repairs to match original fireproofing surface contoursoriginal fireproofing surface contoursoriginal fireproofing surface contours
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Valuable Repair Aspects
Turnkey investigationAttention to detailsBudgeting capabilitiesg g pCorrosion protection to steelProduction ratesProduction ratesAdjustable crew size with qualified personnelHi h lit i t i lHigh quality repair materialsObserve standard industry practices
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