ucefelmir Posted April 23, 2014 Report Share Posted April 23, 2014 Bonjour, Dans le cadre de l'étude d'un projet de construction d'une lycée, on était amené à mettre des joints pour diviser le bâtiment en blocs. Dans un cas ou on a un bloc en R+3 et un autre simple RDC j'ai proposé de mettre un joint de rupture vu la différence de hauteur et en conséquence différence de poids. Mais un collègue propose de se limiter à un joint de dilatation. J'ajoute que les bâtiments sont fondés sur des semelles (filantes/isolées). J'aimerai bien avoir votre avis? Quote Link to comment Share on other sites More sharing options...
youssou32 Posted April 23, 2014 Report Share Posted April 23, 2014 Quote Link to comment Share on other sites More sharing options...
fab08 Posted April 23, 2014 Report Share Posted April 23, 2014 Quote Link to comment Share on other sites More sharing options...
Bisudi Bazola Aimé Posted April 24, 2014 Report Share Posted April 24, 2014 1 Quote Link to comment Share on other sites More sharing options...
dabak Posted April 24, 2014 Report Share Posted April 24, 2014 Quote Link to comment Share on other sites More sharing options...
Bisudi Bazola Aimé Posted April 24, 2014 Report Share Posted April 24, 2014 2 Quote Link to comment Share on other sites More sharing options...
kharasana Posted April 24, 2014 Report Share Posted April 24, 2014 Quote Link to comment Share on other sites More sharing options...
dabak Posted April 24, 2014 Report Share Posted April 24, 2014 Quote Link to comment Share on other sites More sharing options...
Bisudi Bazola Aimé Posted April 24, 2014 Report Share Posted April 24, 2014 Quote Link to comment Share on other sites More sharing options...
ucefelmir Posted April 24, 2014 Author Report Share Posted April 24, 2014 Quote Link to comment Share on other sites More sharing options...
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