{"id":15506,"date":"2024-09-04T09:38:06","date_gmt":"2024-09-04T09:38:06","guid":{"rendered":"https:\/\/ruregold.mediaengine.it\/it\/la-technologie-hpfrc-de-micro-gold-steel-pour-le-renforcement-structurel-de-poteaux-poutres-nuds-poutre-poteau-et-dalles-collaborantes-de-planchers-existants\/"},"modified":"2024-09-04T09:38:16","modified_gmt":"2024-09-04T09:38:16","slug":"la-technologie-hpfrc-de-micro-gold-steel-pour-le-renforcement-structurel-de-poteaux-poutres-nuds-poutre-poteau-et-dalles-collaborantes-de-planchers-existants","status":"publish","type":"post","link":"https:\/\/ruregold.mediaengine.it\/fr\/la-technologie-hpfrc-de-micro-gold-steel-pour-le-renforcement-structurel-de-poteaux-poutres-nuds-poutre-poteau-et-dalles-collaborantes-de-planchers-existants\/","title":{"rendered":"La technologie HPFRC de Micro Gold Steel pour le renforcement structurel de poteaux, poutres, nœuds poutre-poteau et dalles collaborantes de planchers existants"},"content":{"rendered":"\t\t
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Découvrez les caractéristiques techniques<\/strong> du composite, les produits, les domaines d’application<\/strong>, les avantages<\/strong> et la règlementation de référence<\/strong><\/h3>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t
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\n\t\t\t\t\t\n\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t\tTéléchargez la brochure<\/span>\n\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/a>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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Poteaux en béton armé<\/strong><\/h3>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n
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L’emploi de bétons HPFRC<\/a><\/span><\/strong> hautes performances et fibrés permet de réduire les épaisseurs de la chemise de matériau avec laquelle le poteau de départ est renforcé<\/strong>, ce qui entraîne une réduction efficace des armatures présentes<\/strong> et assure des performances nettement plus élevées<\/strong> de l’élément renforcé.<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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Poutres – renforcement en flexion et cisaillement<\/strong><\/h3>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n
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Il peut parfois s’avérer nécessaire de réaliser le renforcement en flexion et cisaillement de poutres existantes en béton armé, pour lesquelles – comme c'est également le cas dans les interventions d’augmentation de la section de poteaux et de panneaux de nœud – l’intervention n’est pas suffisante au moyen de renforcements structurels tels que les FRCM<\/span><\/a> et FRP<\/span><\/a><\/b>.<\/p>\n

Dans ces cas, il sera donc nécessaire d’augmenter la section de départ<\/b> grâce à l’utilisation du micro-béton Ruregold<\/b>, capable de remplacer et\/ou de compléter les armatures ordinaires en flexion et cisaillement faisant défaut à la section d’origine<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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Panneau de nœud poutre-poteau<\/strong><\/h3>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n
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Le renforcement des panneaux de nœud poutre-poteau représente une application intéressante pour augmenter la capacité des zones dissipatives des cadres en béton armé<\/b>.<\/p>\n

Ce type d’intervention peut être particulièrement utile au niveau de la partie de panneau de nœud non confinée<\/b>, en réalisant un coulage de micro-béton Micro Gold Steel<\/a><\/span><\/b>.<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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Renforcement à l’extrados (coté supérieur) de planchers existants<\/strong><\/h3>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n
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L’utilisation de micro-bétons Ruregold hautes performances et la résistance résiduelle élevée en traction à l'extrados (coté supérieur)<\/b> de dalles collaborantes est fondamentale dans le cas de tabliers d’étages avec des lumières importantes et dans la continuité sur plusieurs appuis<\/b>.<\/p>\n

Dans ces cas, la présence d’un matériau permettant de travailler avec une faible épaisseur (seulement de 2 cm) <\/b>et la possibilité de posséder des résistances résiduelles à la traction dans une zone tendue à l’extrados (coté supérieur)<\/b> devient favorable pour satisfaire pleinement les performances de la structure sous charge.<\/p>\n

Une autre opportunité d’utilisation à l’extrados (coté supérieur) de dalles collaborantes existantes se caractérise par la possibilité d’absorber des charges concentrées élevés dans de faibles épaisseurs<\/b>.<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t

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Renforcement de poteaux<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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Renforcement de poutres<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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Renforcement de nœud poutre-poteau<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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Renforcement du plancher<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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\n\t\t\t\t\t\n\t\t\t\t\t\t\n\t\t\t\t\t\t\t\t\tDécouvrez les tableaux de conception des Micro-bétons fibrés HPFRC<\/span>\n\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/a>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t
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