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INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
< 10%
> 50%
40% of buildings in Walloon region (BE) are older than 1918
Source : Le Soir – 31/07/2014
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Why assess an existing structure ?
 Change in use or extension of the design working life
 Check actual (future) reliability
 Repair after slow deterioration
 Severe damages due to an accident
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Σ Damages Σ ∆ (new) Requirements+
 Environnemental impact ?
 Net volume reduction ?
 Demolition risks (neighborhood) ?
Results of the study
Intervention(s) ?
Renovation Demolition
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Results of the study
 Σ Damages (corrosion, cracks,…)
 Σ ∆Requirements (stability, fire, energy, acoustics, etc.)
INTRO FOUNDATIONS FIRE STRUCTURE DESIGNFoundations
Superstructure
Fire
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Fire
Foundations
Superstructure
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Foundations
Type of foundation
 Shallow
 Deep
I. Demolition => new foundations
II. Re-use
III. Re-use and reinforce
Costs ?
Impact in urban zone ?
Demolition risks (neighborhood) ?
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Foundations
Points of attention (deep foundations)
 Information on foundation type :
I. Pile type
II. Diameter
III. Length
IV. Loadbearing capacity
 Quality of the foundation
Concrete quality / Pile integrity (vs. depth)
 Assessment of the loadbearing capacity
 Compatibility of piles distribution vs. new building
 If demolition : do not damage old foundations
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Foundations
Informations on foundation type :
 As-built plans ?
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
You’re so funny…
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Foundations
Informations on foundation type :
 As-built plans (rare for old buildings) ?
 Assessment techniques
I. General investigation
II. Ultrasonic tests (in the concrete)
III. Integrity tests (impact echo, mechanical admittance, seismic parallel)
IV. Loading tests
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Foundations
Quality of the foundation :
 Cores drillig and tests
 Integrity tests (mechanical admittance method)
Loadbearing capacity :
 Calculations based on CPT (cfr. Report BBRI n°12)
 If pile type unknown : increased safety coeff. / loading tests
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Foundations – Reparation…
Masonry
Underpinning
(p≤1,5m)
Timbered Trenches
(depth ≤6m
of more if no water)
Micro-piles Jet-grouting
INTRO FOUNDATIONS FIRE STRUCTURE DESIGNFoundations
Superstructure
Fire
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Fire (legal rules in Belgium)
Construction > 1994 ?
Change in use ? (ex. : brewery => lofts)
 Adivice SRI and/or conformity with reglementation
Renovation
 New reglementaiton not applicable (but advice SRI needed)
REI30 + REI30 ≠ REI60
OK
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Fire safety – passive protection
Splitting in compartments
Evacuation
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Fire safety – passive protection
∆ Requirements :
 Compartments :
Walls : OK (Fire resisting panels)
Floors: old= 0 => protection at bottom + tightening
Concrete: + cover. If insufficient rebars : KO.
Timber : panels + insulation at bottom or between joists.
Facades : resisting element needed on 1m developing
length at the floor|facade connection (if KO,
replacement or addition)
INTRO FOUNDATIONS FIRE STRUCTURE DESIGNFoundations
Superstructure
Fire
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Checklist Structure Inspection
Attention points :
 Plans ?
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Checklist Structure Inspection
Attention points :
 Plans ?
 Materials ? / Resistances ?
 Geometry of the structural elements ?
 Connections ?
 Bearings ?
 Static system ?
 Types of damages ?
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
 Corrosion
 Alkali-silica reaction (ASR)
 Freeze-thawn
 Sulphates attack
 Cracking
 Overload
 Impact
 Fire
Damaging mechanism (e.g. : concrete)
Cl- < 1 % cement weight
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Inspection : how many cores to drill ?
fRk = fRm – k.s
Réf. : EN 1990 Table D1
Standard deviation
average
Characteristic
value which will
be used in
calculations
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Reparation : Technico-Economical concept
State
of the
structure
Age
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Reparation : some techniques
Concrete :
 Cathodic protection, corrosion inhibitors, etc.
 Cemend-based products
 Use of Fibre Reinforced Polymers (FRP, see also our NIT n°248)
 (External) Post-tensioning (see hereunder)
Palais expositions Charleroi
© Bureau GAMACO
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Reparation : some techniques
Concrete :
 Cathodic protection, corrosion inhibitors, etc.
 Cemend-based products
 Use of Fibre Reinforced Polymers (FRP, see also our NIT n°248)
 (External) Post-tensioning (see hereunder)
Steel :
 Replacement of elements
 Special paintings (intumescent, …)
 …
Timber :
 Sticked (carbon/…) plates
 Exoxy resins + rebars
 Double girders, reinforcement… – Engineering beams
Faidherbe Bridge after refurbishment
(Senegal)
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Technical problems
Impact on available volume
Bains Sauvenière Liège
© Bureau CERFONTAINE
Reduction of
available volume
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
(re)Calculation : stability - reliability
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Normative framework vs. engineer responsibility
From assessment of existing towards implementing in
(re)construction
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Eurocodes and renovation : how to deal with ?
Basis of design (Eurocode 0) :
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Eurocodes and renovation : how to deal with ?
EC0 can be used
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Assessment of existing structures
Deterministic => semi-probabilistic approach and reduction of safety factors
 In-situ geometry measurements
 Resistance measurements
γM,red (Eurocode 2)
Concrete 1,30 (-13%)
Rebars 1,05 (-9%)
INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
Will demolition actually be
possible/economical ?
Building having demolition in mind ?
INTRO FOUNDATIONS FIRE STRUCTURE CALCULS
Lab. Structures
bp@bbri.be

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Foundations Fire Structure Design Assessment

  • 1.
  • 2. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
  • 3. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN < 10% > 50% 40% of buildings in Walloon region (BE) are older than 1918 Source : Le Soir – 31/07/2014
  • 4. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Why assess an existing structure ?  Change in use or extension of the design working life  Check actual (future) reliability  Repair after slow deterioration  Severe damages due to an accident
  • 5. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Σ Damages Σ ∆ (new) Requirements+  Environnemental impact ?  Net volume reduction ?  Demolition risks (neighborhood) ? Results of the study Intervention(s) ? Renovation Demolition
  • 6. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Results of the study  Σ Damages (corrosion, cracks,…)  Σ ∆Requirements (stability, fire, energy, acoustics, etc.)
  • 7. INTRO FOUNDATIONS FIRE STRUCTURE DESIGNFoundations Superstructure Fire
  • 8. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Fire Foundations Superstructure
  • 9. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Foundations Type of foundation  Shallow  Deep I. Demolition => new foundations II. Re-use III. Re-use and reinforce Costs ? Impact in urban zone ? Demolition risks (neighborhood) ?
  • 10. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN
  • 11. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Foundations Points of attention (deep foundations)  Information on foundation type : I. Pile type II. Diameter III. Length IV. Loadbearing capacity  Quality of the foundation Concrete quality / Pile integrity (vs. depth)  Assessment of the loadbearing capacity  Compatibility of piles distribution vs. new building  If demolition : do not damage old foundations
  • 12. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Foundations Informations on foundation type :  As-built plans ?
  • 13. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN You’re so funny…
  • 14. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Foundations Informations on foundation type :  As-built plans (rare for old buildings) ?  Assessment techniques I. General investigation II. Ultrasonic tests (in the concrete) III. Integrity tests (impact echo, mechanical admittance, seismic parallel) IV. Loading tests
  • 15. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Foundations Quality of the foundation :  Cores drillig and tests  Integrity tests (mechanical admittance method) Loadbearing capacity :  Calculations based on CPT (cfr. Report BBRI n°12)  If pile type unknown : increased safety coeff. / loading tests
  • 16. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Foundations – Reparation… Masonry Underpinning (p≤1,5m) Timbered Trenches (depth ≤6m of more if no water) Micro-piles Jet-grouting
  • 17. INTRO FOUNDATIONS FIRE STRUCTURE DESIGNFoundations Superstructure Fire
  • 18. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Fire (legal rules in Belgium) Construction > 1994 ? Change in use ? (ex. : brewery => lofts)  Adivice SRI and/or conformity with reglementation Renovation  New reglementaiton not applicable (but advice SRI needed) REI30 + REI30 ≠ REI60 OK
  • 19. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Fire safety – passive protection Splitting in compartments Evacuation
  • 20. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Fire safety – passive protection ∆ Requirements :  Compartments : Walls : OK (Fire resisting panels) Floors: old= 0 => protection at bottom + tightening Concrete: + cover. If insufficient rebars : KO. Timber : panels + insulation at bottom or between joists. Facades : resisting element needed on 1m developing length at the floor|facade connection (if KO, replacement or addition)
  • 21. INTRO FOUNDATIONS FIRE STRUCTURE DESIGNFoundations Superstructure Fire
  • 22. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Checklist Structure Inspection Attention points :  Plans ?
  • 23. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Checklist Structure Inspection Attention points :  Plans ?  Materials ? / Resistances ?  Geometry of the structural elements ?  Connections ?  Bearings ?  Static system ?  Types of damages ?
  • 24. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN  Corrosion  Alkali-silica reaction (ASR)  Freeze-thawn  Sulphates attack  Cracking  Overload  Impact  Fire Damaging mechanism (e.g. : concrete) Cl- < 1 % cement weight
  • 25. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Inspection : how many cores to drill ? fRk = fRm – k.s Réf. : EN 1990 Table D1 Standard deviation average Characteristic value which will be used in calculations
  • 26. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Reparation : Technico-Economical concept State of the structure Age
  • 27. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Reparation : some techniques Concrete :  Cathodic protection, corrosion inhibitors, etc.  Cemend-based products  Use of Fibre Reinforced Polymers (FRP, see also our NIT n°248)  (External) Post-tensioning (see hereunder) Palais expositions Charleroi © Bureau GAMACO
  • 28. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Reparation : some techniques Concrete :  Cathodic protection, corrosion inhibitors, etc.  Cemend-based products  Use of Fibre Reinforced Polymers (FRP, see also our NIT n°248)  (External) Post-tensioning (see hereunder) Steel :  Replacement of elements  Special paintings (intumescent, …)  … Timber :  Sticked (carbon/…) plates  Exoxy resins + rebars  Double girders, reinforcement… – Engineering beams Faidherbe Bridge after refurbishment (Senegal)
  • 29. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Technical problems Impact on available volume Bains Sauvenière Liège © Bureau CERFONTAINE Reduction of available volume
  • 30. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN (re)Calculation : stability - reliability
  • 31. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Normative framework vs. engineer responsibility From assessment of existing towards implementing in (re)construction
  • 32. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Eurocodes and renovation : how to deal with ? Basis of design (Eurocode 0) :
  • 33. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Eurocodes and renovation : how to deal with ? EC0 can be used
  • 34. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Assessment of existing structures Deterministic => semi-probabilistic approach and reduction of safety factors  In-situ geometry measurements  Resistance measurements γM,red (Eurocode 2) Concrete 1,30 (-13%) Rebars 1,05 (-9%)
  • 35. INTRO FOUNDATIONS FIRE STRUCTURE DESIGN Will demolition actually be possible/economical ? Building having demolition in mind ?
  • 36. INTRO FOUNDATIONS FIRE STRUCTURE CALCULS Lab. Structures bp@bbri.be