GLASS FACADE TOWN HALL Bonn (Germany)...Title bonn-glass-facade-town-hall Author...
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City Council Bonn City 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, inclusions Restauration 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 Pictures / Illustrations: ProfessorPfeiferandPartner PartGmbB ProfessorPfeiferandPartner PartGmbB Structural engineering Building physics Fire protection Structural assessment PfeiferINTERPLAN is a registered trade mark Client: Our services: Brief description: Completion: GLASS FACADE TOWN HALL Bonn (Germany) REDEVELOPMENT / REFURBISHMENT www.pfeifer-interplan.com
GLASS FACADE TOWN HALL Bonn (Germany)...Title bonn-glass-facade-town-hall Author ProfessorPfeiferandPartner PartGmbB Subject Project Pfeifer interplan Keywords Full structural design;
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
ProfessorPfeiferandPartner PartGmbB Structural engineering
Building physics Fire protection Structural assessment
PfeiferINTERPLAN is a registered trade mark
