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.)
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) ?
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 ?
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
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)
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
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 ?