{"id":23611,"date":"2026-05-11T09:24:53","date_gmt":"2026-05-11T07:24:53","guid":{"rendered":"https:\/\/incoperfil.com\/?post_type=guia-tecnica&#038;p=23611"},"modified":"2026-05-11T09:36:01","modified_gmt":"2026-05-11T07:36:01","slug":"7-espacement-entre-les-appuis-du-plancher-collaborant","status":"publish","type":"guia-tecnica","link":"https:\/\/incoperfil.com\/fr\/guia-tecnica\/7-espacement-entre-les-appuis-du-plancher-collaborant\/","title":{"rendered":"7. Espacement entre les appuis du plancher collaborant"},"content":{"rendered":"<p data-start=\"541\" data-end=\"961\">L\u2019espacement entre les appuis est l\u2019un des param\u00e8tres les plus d\u00e9terminants dans la conception d\u2019un plancher collaborant, car il conditionne la capacit\u00e9 portante, l\u2019\u00e9paisseur de la dalle et les besoins d\u2019\u00e9taiement pendant l\u2019ex\u00e9cution. Dans le calcul structurel, on consid\u00e8re la distance entre axes des poutres, et il est recommand\u00e9 de maintenir une distribution uniforme afin d\u2019optimiser le comportement global du plancher.<\/p>\n<h2 data-start=\"963\" data-end=\"1004\">Influence des principaux facteurs<\/h2>\n<ul>\n<li data-start=\"1006\" data-end=\"1356\"><strong data-start=\"1006\" data-end=\"1045\">Type et hauteur du profil collaborant<\/strong><br data-start=\"1045\" data-end=\"1048\" \/>Les profils de plus grande hauteur de nervure, comme l\u2019INCO 100.3 Collaborant, permettent des espacements plus importants entre appuis sans n\u00e9cessiter d\u2019\u00e9taiement dans certaines configurations. L\u2019INCO 70.4 Collaborant est adapt\u00e9 aux planchers de moindre \u00e9paisseur, o\u00f9 l\u2019espacement entre appuis est g\u00e9n\u00e9ralement plus r\u00e9duit.<\/li>\n<li data-start=\"1358\" data-end=\"1565\"><strong data-start=\"1358\" data-end=\"1381\">\u00c9paisseur de la t\u00f4le<\/strong><br data-start=\"1381\" data-end=\"1384\" \/>L\u2019augmentation de l\u2019\u00e9paisseur am\u00e9liore la capacit\u00e9 portante du profil en phase de coffrage et peut permettre des espacements plus importants entre appuis, sous r\u00e9serve de v\u00e9rification structurelle pr\u00e9alable.<\/li>\n<li data-start=\"1567\" data-end=\"1712\"><strong data-start=\"1567\" data-end=\"1594\">\u00c9paisseur totale de la dalle<\/strong><br data-start=\"1594\" data-end=\"1597\" \/>Plus l\u2019\u00e9paisseur de la dalle est importante, plus la rigidit\u00e9 et la capacit\u00e9 portante sont \u00e9lev\u00e9es, ce qui facilite l\u2019obtention de port\u00e9es plus grandes entre appuis.<\/li>\n<li data-start=\"1714\" data-end=\"1944\"><strong data-start=\"1714\" data-end=\"1733\">Nombre de trav\u00e9es<\/strong><br data-start=\"1733\" data-end=\"1736\" \/>Les planchers continus \u00e0 plusieurs trav\u00e9es avec des espacements uniformes optimisent la r\u00e9partition des moments fl\u00e9chissants et offrent, en g\u00e9n\u00e9ral, de meilleures performances que les configurations isostatiques ou avec des port\u00e9es in\u00e9gales.<\/li>\n<li data-start=\"1946\" data-end=\"2163\"><strong data-start=\"1946\" data-end=\"1978\">Pr\u00e9sence d\u2019\u00e9taiement<\/strong><br data-start=\"1978\" data-end=\"1981\" \/>L\u2019utilisation d\u2019\u00e9tais interm\u00e9diaires pendant la phase de coulage r\u00e9duit la port\u00e9e effective de travail de la t\u00f4le et \u00e9largit les possibilit\u00e9s d\u2019espacement entre appuis lors de l\u2019ex\u00e9cution.<\/li>\n<\/ul>\n<h2 data-start=\"2165\" data-end=\"2201\">Plages indicatives d\u2019application<\/h2>\n<p data-start=\"2203\" data-end=\"2483\">\u00c0 titre indicatif, les tableaux de r\u00e9sistance du Manuel Technique du Plancher Collaborant d\u2019Incofer montrent que les port\u00e9es admissibles en solutions sans \u00e9taiement se situent g\u00e9n\u00e9ralement entre 2 et 5 m\u00e8tres, en fonction du profil, de l\u2019\u00e9paisseur de la dalle et des charges de projet.<\/p>\n<p data-start=\"2485\" data-end=\"2569\">Pour une \u00e9paisseur de dalle de 120 mm (2 trav\u00e9es), on peut consid\u00e9rer \u00e0 titre indicatif :<\/p>\n<ul data-start=\"2571\" data-end=\"2703\">\n<li data-start=\"2571\" data-end=\"2606\">\n<p data-start=\"2573\" data-end=\"2606\">2,0 m \u2192 niveau de charge tr\u00e8s \u00e9lev\u00e9 \u2192 30 kN\/m\u00b2<\/p>\n<\/li>\n<li data-start=\"2607\" data-end=\"2638\">\n<p data-start=\"2609\" data-end=\"2638\">3,0 m \u2192 niveau de charge \u00e9lev\u00e9 \u2192 12 kN\/m\u00b2<\/p>\n<\/li>\n<li data-start=\"2639\" data-end=\"2671\">\n<p data-start=\"2641\" data-end=\"2671\">4,0 m \u2192 niveau de charge moyen \u2192 6 kN\/m\u00b2<\/p>\n<\/li>\n<li data-start=\"2672\" data-end=\"2703\">\n<p data-start=\"2674\" data-end=\"2703\">5,0 m \u2192 niveau de charge faible \u2192 3 kN\/m\u00b2<\/p>\n<\/li>\n<\/ul>\n<p data-start=\"2705\" data-end=\"2838\">Para un canto de losa de 200 mm (2 vanos), los niveles de carga admisibles aumentan en relaci\u00f3n con la misma separaci\u00f3n entre apoyos.<\/p>\n<ul data-start=\"2571\" data-end=\"2703\">\n<li data-start=\"2571\" data-end=\"2606\">\n<p data-start=\"2573\" data-end=\"2606\">2,0 m \u2192 niveau de charge tr\u00e8s \u00e9lev\u00e9 \u2192 50 kN\/m\u00b2<\/p>\n<\/li>\n<li data-start=\"2607\" data-end=\"2638\">\n<p data-start=\"2609\" data-end=\"2638\">3,0 m \u2192 niveau de charge tr\u00e8s \u00e9lev\u00e9 \u2192 20 kN\/m\u00b2<\/p>\n<\/li>\n<li data-start=\"2639\" data-end=\"2671\">\n<p data-start=\"2641\" data-end=\"2671\">4,0 m \u2192 nivel de carga alto \u2192 10 kN\/m\u00b2<\/p>\n<\/li>\n<li data-start=\"2672\" data-end=\"2703\">\n<p data-start=\"2674\" data-end=\"2703\">5,0 m \u2192 niveau de charge moyen \u2192 5 kN\/m\u00b2<\/p>\n<\/li>\n<\/ul>\n<p data-start=\"2840\" data-end=\"3007\">Ces valeurs sont indicatives et correspondent \u00e0 des configurations de calcul sp\u00e9cifiques. La solution d\u00e9finitive doit \u00eatre justifi\u00e9e par une note de calcul conforme \u00e0 la r\u00e9glementation.<\/p>\n<h2 data-start=\"3009\" data-end=\"3037\">Recommandations de conception<\/h2>\n<p data-start=\"3039\" data-end=\"3139\">L\u2019espacement entre appuis doit \u00eatre d\u00e9fini en recherchant un \u00e9quilibre entre rigidit\u00e9, port\u00e9e et charges d\u2019exploitation.<\/p>\n<ul data-start=\"3141\" data-end=\"3658\">\n<li data-start=\"3141\" data-end=\"3299\">\n<p data-start=\"3143\" data-end=\"3299\">Maintenir des espacements uniformes, de pr\u00e9f\u00e9rence entre 2 et 3 m\u00e8tres, lorsque l\u2019on vise une solution optimis\u00e9e en termes d\u2019\u00e9paisseur et de consommation de mat\u00e9riau.<\/p>\n<\/li>\n<li data-start=\"3300\" data-end=\"3384\">\n<p data-start=\"3302\" data-end=\"3384\">Ajuster l\u2019espacement en fonction des charges pr\u00e9vues et de l\u2019\u00e9paisseur disponible.<\/p>\n<\/li>\n<li data-start=\"3385\" data-end=\"3544\">\n<p data-start=\"3387\" data-end=\"3544\">\u00c9viter des espacements sup\u00e9rieurs \u00e0 5 m\u00e8tres dans les solutions courantes, car ils constituent la limite maximale test\u00e9e du syst\u00e8me. Des port\u00e9es sup\u00e9rieures n\u00e9cessitent une v\u00e9rification sp\u00e9cifique par calcul structurel.<\/p>\n<\/li>\n<li data-start=\"3545\" data-end=\"3658\">\n<p data-start=\"3547\" data-end=\"3658\">Toujours consid\u00e9rer l\u2019\u00e9paisseur totale de la dalle comme une variable cl\u00e9 dans la d\u00e9finition de l\u2019espacement entre les poutres.<\/p>\n<\/li>\n<\/ul>\n<h2 data-start=\"3660\" data-end=\"3673\">Conclusion<\/h2>\n<p data-start=\"3675\" data-end=\"4052\">L\u2019espacement entre appuis du plancher collaborant influence directement son comportement structurel, l\u2019\u00e9paisseur n\u00e9cessaire de la dalle et le besoin d\u2019\u00e9taiement pendant l\u2019ex\u00e9cution. Une d\u00e9finition appropri\u00e9e de cette variable, coordonn\u00e9e avec le profil s\u00e9lectionn\u00e9 et les charges du projet, permet d\u2019obtenir des solutions efficaces, s\u00fbres et techniquement optimis\u00e9es.<\/p>\n<h2>Manuel technique d\u2019Incoperfil<\/h2>\n<p data-start=\"5385\" data-end=\"5609\">Pour la d\u00e9finition compl\u00e8te du syst\u00e8me, les crit\u00e8res de conception, les bases de calcul, les tableaux de r\u00e9sistance, les d\u00e9tails constructifs et les proc\u00e9dures de mise en \u0153uvre, consultez le Manuel Technique du Plancher Collaborant d\u2019Incoperfil, disponible apr\u00e8s inscription dans la rubrique Documentation du site web.<\/p>\n<hr data-start=\"5611\" data-end=\"5614\" \/>\n<p data-start=\"5616\" data-end=\"5650\">Derni\u00e8re mise \u00e0 jour : f\u00e9vrier 2026<\/p>\n<p data-start=\"5652\" data-end=\"5886\" data-is-last-node=\"\" data-is-only-node=\"\">\u00a9 Incoperfil. Tous droits r\u00e9serv\u00e9s.<br data-start=\"5696\" data-end=\"5699\" \/>Le contenu technique de cet article fait partie du Manuel Technique du Plancher Collaborant et de la documentation enregistr\u00e9e par Incofer aupr\u00e8s de COLURIS (Acte n\u00b0 1-INCOFERFIL-12.2025).<\/p>\n","protected":false},"excerpt":{"rendered":"<p>La distance entre appuis conditionne l\u2019efficacit\u00e9 structurelle et \u00e9conomique du plancher collaborant. Un espacement appropri\u00e9 entre poutres permet d\u2019optimiser l\u2019\u00e9paisseur de la dalle, de r\u00e9duire le poids propre et d\u2019atteindre des port\u00e9es plus importantes sans compromettre la s\u00e9curit\u00e9 ni la rigidit\u00e9 du syst\u00e8me.La distancia entre apoyos condiciona la eficiencia estructural y econ\u00f3mica del forjado colaborante. Una separaci\u00f3n adecuada entre vigas permite optimizar el canto de losa, reducir el peso propio y alcanzar mayores luces sin comprometer la seguridad ni la rigidez del sistema. <\/p>\n","protected":false},"author":3,"featured_media":14116,"menu_order":8,"template":"","meta":{"_acf_changed":false},"categories":[1327],"tags":[],"class_list":["post-23611","guia-tecnica","type-guia-tecnica","status-publish","has-post-thumbnail","hentry","category-guides-techniques-pour-plancher-collaborant"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.3 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>7. 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