Rafik Posted May 28, 2008 Report Share Posted May 28, 2008 Problématique du niveau du bétonnage Il s’agit d’un bâtiment en R+4 à usage d’habitation en zone sismique IIA, le système structurel est constitué de portiques et voiles. L’entreprise de réalisation à fait l’erreur sur le niveau du bétonnage des poteaux et voiles du RDC de 10 à 15 cm (Voir figure), sur tous les éléments verticaux du RDC. L’entreprise voulant rattraper cette erreur, a appliquée une résine au niveau des sections de reprise du bétonnage et a procédée au coulage du plancher haut du RDC. Qu’en pensez-vous de cette solution ? Y à il d’autres solutions envisageables? Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted May 28, 2008 Report Share Posted May 28, 2008 Quote Link to comment Share on other sites More sharing options...
gilberto972 Posted May 29, 2008 Report Share Posted May 29, 2008 Quote Link to comment Share on other sites More sharing options...
Rafik Posted May 29, 2008 Author Report Share Posted May 29, 2008 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted May 29, 2008 Report Share Posted May 29, 2008 1 Quote Link to comment Share on other sites More sharing options...
NOUARI Posted May 29, 2008 Report Share Posted May 29, 2008 1 3 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted May 29, 2008 Report Share Posted May 29, 2008 Quote Link to comment Share on other sites More sharing options...
gilberto972 Posted May 30, 2008 Report Share Posted May 30, 2008 1 Quote Link to comment Share on other sites More sharing options...
Rafik Posted May 30, 2008 Author Report Share Posted May 30, 2008 Quote Link to comment Share on other sites More sharing options...
nour007 Posted May 30, 2008 Report Share Posted May 30, 2008 Quote Link to comment Share on other sites More sharing options...
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