Urgent Post Fire Assessment and Upgrading of Two Old...
Transcript of Urgent Post Fire Assessment and Upgrading of Two Old...
The 5th Annual Quality Assurance for Sustainable Construction
Materials Conference and Workshop on 13-14 December 2017,
initiated by Dubai Central Laboratory – Dubai Municipality
Urgent Post Fire Assessment and
Upgrading of Two Old Markets in
Amman Downtown
Sami Habahbeh – Manager of Consultations Division Constructions and Sustainable Buildings Center
Royal Scientific Society E-mail: [email protected]
The paper will present an overview of the Royal Scientific Society (RSS) experts’
urgent assessment and upgrading of Al-Balabseh and Philadelphia old markets -
Amman downtown / Jordan, upon a severe fire in August, 2009.
Consequently, immediate structural upgrading interventions and architectural
rectification/decorative actions were decided to enhance the overall condition of the
two markets with the intention to bring them back to service in less than one-month
time.
The paper will focus on showing different types of damages caused by the fire, their
extent and assessment, and finally, the appropriate options, strategies and
techniques selected for a successful upgrading.
Course Description Post Fire Assessment and Upgrading of Two Old Markets
Sami Habahbeh
• Manager of Consultations Division; Constructions and Sustainable Buildings Center; CSBC; Royal Scientific Society; RSS.
• MSc. in Civil Engineering – Structures.
• 25 Years as Structural Designer and Expert in Assessment & Rehabilitation / Retrofitting of Existing Buildings (& Forensic Investigations).
• “Consultant in Structural Engineering” – JEA Highest Rank”.
Presenter
Post Fire Assessment and Upgrading of Two Old Markets
1. Urgent assessment is based on the experience and the judgment of the
assessing engineer, where the structural condition is exceptionally evaluated on
the base of visual inspections.
2. In general concrete structures have historically performed well in building fires,
because concrete is non-combustible and has relatively low thermal conductivity,
as a result, structural failure (local or global collapse) of fire buildings is
rare. Reinstatement by repair will, therefore, nearly always be preferable to
demolition and rebuilding.
3. The colour of concrete after cooling frequently helps to indicate the
maximum temperature attained. At about 300 ºC the colour changes to (pink), at
about 600 ºC changes to (whitish gray) and then becomes (buff) at about 900 ºC.
Learning Objectives
Post Fire Assessment and Upgrading of Two Old Markets
The fire started at midnight 5th of August, 2009
Complex Salient Features
Location: Amman-Downtown; main/central commercial
district – king Talal Street.
Year of Construction: Before 1942.
Description: Two adjacent buildings containing two markets:
Philadelphia Market
AL-Balabseh Market
Post Fire Assessment and Upgrading of Two Old Markets
History of Fire
Date : 5/6 - 8 - 2009
Duration : more than (8) hours
Most Probable Cause “ Ignition Source”
( electrical wiring fault )
Fire Scenario
Post Fire Assessment and Upgrading of Two Old Markets
RSS Investigation
Date : 10 - 8 - 2009, Four days after fire
Duration : One Month
Scope of Work
1- Immediate visual inspection & evaluation
2- Deciding necessary safety measures
3- Presenting urgent strengthening and repair works and Supervising their execution
Post Fire Assessment and Upgrading of Two Old Markets
.
Safety Measures and Immediate Actions
1. Evacuation of the two buildings and separation from the surrounding occupied area by erecting safety barriers. 2. Supporting structural elements initially suspected as vulrnable
to imminent failure or local collapse. 3. Demolishing and removing bulged or damaged block walls and
partitions. 4. Dismantling and removing unfixed or hanging elements, false ceilings….etc. 5. Removal of disturbed and fractured stones, as well as, those expected to fall down within the skylight facades.
Post Fire Assessment and Upgrading of Two Old Markets
Assessment and Evaluation of Fire Damages
RSS Urgent Assessment
An immediate and thorough forensic fire assessment had to be carried out with clear objectives:
1. Identifying and assessment of damages. 2. Deciding the best methods for urgent repair/strengthening works. 3. The markets have to be re-opened as soon as possible to avoid additional indirect economic losses. Therefore, repair techniques and procedures should be effective and fast.
Assessment and Evaluation of Fire Damages
RSS Urgent Assessment
Based on experience and field
inspections and observations, RSS
team was able to identify the serious
damages caused by the fire without the
need for performing further elaborate
and time consuming laboratory testing
or analysis.
Assessment and Evaluation of Fire Damages
RSS Urgent Assessment
One the other hand, the team concluded (based on similar previous expertise and available literature review), that despite of the losses of strength of some structural elements, the affected buildings were still stable and capable of sustaining normal operation/ occupation loading.
Yet, they need to be repaired and strengthened to accommodate specific structural and durability requirements.
Assessment and Evaluation of Fire Damages
RSS Urgent Assessment
It is noteworthy to emphasize here that, so far, about eight years beyond job completion date, the satisfactory performance of the two repaired structures has proved the correctness of immediate conclusions and decisions taken by RSS investigation team.
Rehabilitation and Repair Works
Strategy for Rehabilitation
1. Strengthening of distressed structural elements. Priority was assigned to columns. 2. Stiffening of deflected or sagged slabs. 3. Replacement of damaged steel slabs and elements. 4. Repair of non-structural elements.
Rehabilitation and Repair Works
Strategy for Rehabilitation
5. Superficial repairs, including plastering. 6. General restoration works, such as, tiling, finishes, painting, carpentry, steel/aluminum/gypsum decoration..etc. 7. Complementary sanitary works, including plumbing and replacement of some drainage pipes. 8. Miscellaneous electrical works and fire alarm device installation.
Rehabilitation and Repair Works
Preparations and Clean-Out:
1. Removal and cleaning of fire debris.
2. Removal of delaminated /detached plaster, crushed tiles and
spalled/weak/loose concrete segments.
3. Dismantling worn false ceilings and decorations.
4. Thorough cleaning of stone façades by Sand/ Grit-Blasting.
5. Cleaning of surfaces of ceilings, walls and floors by Water-
Jetting.
Rehabilitation and Repair Works – Work Execution
Major Interventions Jacketing of Columns
Skylight Slab
Mezzanine Sagged Slab
Back-Stair Flight
Skylight Facades
Glazed Slabs
Strengthening of Defected
Columns
Bypass Composite System
Central Support RC Column with Top Crown/Panel
Strengthening with Stiff RC Cantilever
Multi-Layer Reinforced Plastering
Second Floor First Floor
Work Completion The whole rehabilitation and repair
works were completed within the
targeted time (30 days) coincidence
with the Holly Ramadan Month, where
the activities continued all days and
nights until the reopening ceremony on
16/9/2009
Rehabilitation and Repair Works – Work Execution