adeling19 Posted September 20, 2008 Report Share Posted September 20, 2008 sulut a tous jai un probleme au niveau du batiment R+5 aprés le coulage du dernier plancher on a demonder de lantreprise faire lauscultation dynamique pour voir les resultas du beton et on a obtenu des faible resultas au niveau du plancher du 1 ere etage jai domander une contre expertise et toujour presque les mem resultats ona trouver 17 poutre inferieur a 100 bars et autre entre 149 et181 bar quel est la solution adiquate ?esque la demolution totale du poutrs aubien le chemaisage et quelle est la base de comparaison des resultats esque tout qui inferieur a 200 bares dimolir.... et comment fair pour assurer l'integration des noueds ? et merci pour votre reponse ? Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted September 20, 2008 Report Share Posted September 20, 2008 Quote Link to comment Share on other sites More sharing options...
keraz Posted September 20, 2008 Report Share Posted September 20, 2008 Quote Link to comment Share on other sites More sharing options...
scorpion Posted September 21, 2008 Report Share Posted September 21, 2008 Quote Link to comment Share on other sites More sharing options...
adeling19 Posted September 22, 2008 Author Report Share Posted September 22, 2008 Quote Link to comment Share on other sites More sharing options...
scorpion Posted September 24, 2008 Report Share Posted September 24, 2008 Quote Link to comment Share on other sites More sharing options...
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