glass facade town hall bonn (germany)...title bonn-glass-facade-town-hall author...
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City Council BonnCity property managament
Full structural design Expert‘s report regarding risk potential of endangering pedestrians by falling glass panes Damage analysis of glas front and holding construction Documentation of photographs of the damage for example: stress cracks, glas chips, inclusionsRestauration concept with recommendation for action based on the compiled damage analysis Functional tendering Planning of the disassembly (construction process)Structural consulation regarding scaffolding Construction management
Expert's report with recommendation for action regarding the quality and load bearing capacity of existing curtain-wall glass façades of five high-rise buildings built 1973 till 1977 - 3.000 single panes of glass, 1.2 m x 1.8 m x 1 cm- top and bottom of glass panes supported linearly- bottom glass support withstands horizontal forces (wind) as well as holding vertical forces (dead weight)- linear mounting bolted on two aluminium consoles fixed to the building- lower console with cantilever effect- anchor plates bolted onto the façade- distance of glass panes to wall of building 26 cm
2014
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ProfessorPfeiferandPartner PartGmbB Structural engineering Building physics Fire protection Structural assessment PfeiferINTERPLAN is a registered trade mark
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GLASS FACADE TOWN HALLBonn (Germany)
REDEVELOPMENT / REFURBISHMENT
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