RonanPointCollapse.ppt

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Ronan Point Collapse

Group 1

Michael Day

Jean Giblin

Chris Maguire

James Wilkinson

Ronan Point

 22 storey apartment block built in

1960s to provide cheap housing in

London.

 Larsen-Neilson method of construction.

The Problems

A recent change in national policy that

“allowed the density of occupancy to double”.

Unskilled construction workers.

 Larson-Neilson method:

• “…composed of factory-built, precast concrete components designed to minimize on-site construction work. Walls, floors and stairways are all precast. All units, installed one-story high, are load bearing”

• Relies on skilled and precise construction.

• Every wall is load bearing.

Flaws in Larson-Neilson

Method

 Only designed for buildings up to 6 stories.

 All units load bearing.

 No secondary load path.

 Poor construction methods.

The Collapse

 Gas explosion sparked by a match lit in the South-East corner of the 18 th floor.

 Load supporting walls were blown out, causing the four floors above to collapse onto the floors below, which in turn gave way under the additional load resulting in a progressive failure.

The Explosion

 A faulty connection allowed gas to leak slowly into the apartment.

 Explosion was so small that the woman that lit the match didn’t damage her hearing.

Car Tyre

Bicycle Tyre

Air in lungs

20psi

100psi

1.5psi

Gas explosion in Ronan

Point <10psi

Conclusions

 Government investigation concluded

“a gas explosion had triggered the collapse of a building that was structurally unsound”.

 The report also found that the building was highly susceptible to fire loading.

 http://www.youtube.com/watch?v=J96

Fzk1OdBQ

Positives

 Only four fatalities.

 Encouraged massive development in building regulation codes.

 Highlighted the importance of on site monitoring of workmanship.

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