{"id":6819,"date":"2023-08-25T12:12:20","date_gmt":"2023-08-25T12:12:20","guid":{"rendered":"https:\/\/arkitechglobal.com\/?p=6819"},"modified":"2023-08-25T12:24:11","modified_gmt":"2023-08-25T12:24:11","slug":"construction-procedure-of-cold-formed-steel-structures","status":"publish","type":"post","link":"https:\/\/arkitechglobal.com\/fr\/procedure-de-construction-de-structures-en-acier-formees-a-froid\/","title":{"rendered":"Proc\u00e9dure de construction de structures en acier form\u00e9es \u00e0 froid"},"content":{"rendered":"
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Aper\u00e7u g\u00e9n\u00e9ral<\/span><\/h2>

Le syst\u00e8me de r\u00e9sistance \u00e0 la charge d'un b\u00e2timent CFSF typique se compose de cadres en profil\u00e9s d'acier form\u00e9s \u00e0 froid et de panneaux de rev\u00eatement appliqu\u00e9s sur les c\u00f4t\u00e9s de ces cadres. Diff\u00e9rents mat\u00e9riaux de rev\u00eatement peuvent \u00eatre utilis\u00e9s pour plus de r\u00e9sistance, mais les mat\u00e9riaux \u00e0 base de bois et les plaques de pl\u00e2tre sont largement utilis\u00e9s ces derni\u00e8res ann\u00e9es.<\/p>

Les ossatures CFS pour panneaux muraux peuvent \u00eatre pr\u00e9par\u00e9es sur place ou pr\u00e9fabriqu\u00e9es en usine. Les programmes informatiques sont largement utilis\u00e9s pour la conception et la fabrication de b\u00e2timents CFSF. Le mod\u00e8le d'un b\u00e2timent produit par un tel programme informatique, ainsi que l'ossature CFS assembl\u00e9e, sont illustr\u00e9s \u00e0 la figure 1.<\/p>

\"Typical Figure 1. Structure CFS typique<\/p>

La forme de fondation la plus courante utilis\u00e9e pour les b\u00e2timents CFSF est une fondation sur radier semblable \u00e0 celle illustr\u00e9e \u00e0 la figure 1.2. Apr\u00e8s la construction de la fondation, les ossatures murales assembl\u00e9es ont \u00e9t\u00e9 reli\u00e9es \u00e0 la dalle de fondation par des connecteurs de tension et de cisaillement. La figure 1.3 montre un connecteur de maintien de tension typique mis en place.<\/p>

\u00a0<\/p>

\"Construction<\/p>

Figure 2. Construction d'une fondation typique<\/p>

\"Wall<\/p>

Figure 3. Connexion du panneau mural \u00e0 la fondation<\/p>

L'application des panneaux de rev\u00eatement commence g\u00e9n\u00e9ralement apr\u00e8s la mise en place de tous les cadres en acier form\u00e9 \u00e0 froid (CFS). La plupart des panneaux de rev\u00eatement utilis\u00e9s dans la construction \u00e0 ossature en acier form\u00e9 \u00e0 froid (CFSF) ont une rigidit\u00e9 au cisaillement diff\u00e9rente dans deux directions orthogonales. Par cons\u00e9quent, la r\u00e9sistance au cisaillement des panneaux muraux CFS d\u00e9pend du fait que les panneaux de rev\u00eatement ont \u00e9t\u00e9 fix\u00e9s sur des cadres CFS dans l'orientation horizontale ou verticale. Un exemple de panneaux \u00e0 rev\u00eatement en panneaux \u00e0 copeaux orient\u00e9s (OSB) plac\u00e9s dans une orientation verticale est illustr\u00e9 \u00e0 la Fig. 4. La vue ext\u00e9rieure et int\u00e9rieure d'un b\u00e2timent r\u00e9sidentiel CFSF fini est donn\u00e9e \u00e0 la Fig. 5.<\/p>

\"Sheathing<\/p>

Figure 4. Application du rev\u00eatement<\/p>

\"Exterior<\/p>

Figure 5. Vue ext\u00e9rieure et int\u00e9rieure du b\u00e2timent termin\u00e9<\/p>

R\u00e9f\u00e9rences<\/h3>

[1] Baran E, Alica C, (2013). LATERAL LOAD BEHAVIOR OF COLD-FORMED STEEL WALL PANELS.<\/p>

\u00a0<\/p>\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\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"

General Overview Load-resisting system in a typical CFSF building consists of frames made of cold-formed steel sections and sheathing panels applied on sides of these frames. Various sheathing materials can be used for having strength, but wood-based materials and gypsum boards are widely used in recent years. CFS frames for wall panels can be either… Lire la suite »Proc\u00e9dure de construction de structures en acier form\u00e9es \u00e0 froid<\/span><\/a><\/p>","protected":false},"author":1,"featured_media":6820,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"neve_meta_sidebar":"","neve_meta_container":"","neve_meta_enable_content_width":"","neve_meta_content_width":0,"neve_meta_title_alignment":"","neve_meta_author_avatar":"","neve_post_elements_order":"","neve_meta_disable_header":"","neve_meta_disable_footer":"","neve_meta_disable_title":"","neve_meta_reading_time":""},"categories":[16],"tags":[19,89,84,97,98,21,22,23,93],"yoast_head":"\nArkitech - Construction Procedure of Cold-Formed Steel Structures<\/title>\n<meta name=\"description\" content=\"The most common form of foundation used for CFSF buildings is a raft foundation similar to the one shown in Fig. 1.2.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/arkitechglobal.com\/fr\/procedure-de-construction-de-structures-en-acier-formees-a-froid\/\" \/>\n<meta property=\"og:locale\" content=\"fr_FR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Arkitech - 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