{"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\/es\/procedimiento-de-construccion-de-estructuras-de-acero-formadas-en-frio\/","title":{"rendered":"Procedimiento de construcci\u00f3n de estructuras de acero conformadas en fr\u00edo."},"content":{"rendered":"
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Visi\u00f3n general<\/span><\/h2>

El sistema de resistencia a la carga en un edificio CFSF t\u00edpico consta de marcos hechos de secciones de acero conformadas en fr\u00edo y paneles de revestimiento aplicados en los lados de estos marcos. Se pueden usar varios materiales de revestimiento para lograr resistencia, pero en los \u00faltimos a\u00f1os se utilizan ampliamente materiales a base de madera y paneles de yeso.<\/p>

Los marcos CFS para paneles de pared se pueden preparar in situ o prefabricarse en f\u00e1brica. Los programas inform\u00e1ticos se utilizan ampliamente para el dise\u00f1o y la fabricaci\u00f3n de edificios CFSF. En la figura 1 se ilustra el modelo de un edificio producido por dicho programa inform\u00e1tico, junto con la estructura CFS ensamblada.<\/p>

\"Typical Figura 1. Encuadre t\u00edpico del CFS<\/p>

La forma m\u00e1s com\u00fan de cimentaci\u00f3n utilizada para los edificios CFSF es una cimentaci\u00f3n de balsa similar a la que se muestra en la Fig. 1.2. Despu\u00e9s de la construcci\u00f3n de los cimientos, los marcos de pared ensamblados se conectaron a la losa de cimientos mediante conectores de tensi\u00f3n y corte. La figura 1.3 muestra un conector de sujeci\u00f3n de tensi\u00f3n t\u00edpico colocado en su posici\u00f3n.<\/p>

\u00a0<\/p>

\"Construction<\/p>

Figura 2. Construcci\u00f3n de una cimentaci\u00f3n t\u00edpica<\/p>

\"Wall<\/p>

Figura 3. Conexi\u00f3n del panel de pared a los cimientos<\/p>

La aplicaci\u00f3n de los paneles de revestimiento generalmente comienza despu\u00e9s de que todos los marcos de acero conformado en fr\u00edo (CFS) se hayan colocado en su posici\u00f3n. La mayor\u00eda de los paneles de revestimiento utilizados en la construcci\u00f3n con marco de acero conformado en fr\u00edo (CFSF) tienen diferente rigidez al corte en dos direcciones ortogonales. Por lo tanto, la resistencia al corte de los paneles de pared CFS depende de si los paneles de revestimiento se fijaron a los marcos CFS en orientaci\u00f3n horizontal o vertical. En la Fig. 4 se muestra un ejemplo de paneles revestidos de tableros de fibra orientada (OSB) colocados en orientaci\u00f3n vertical. En la Fig. 5 se muestra la vista exterior e interior de un edificio residencial CFSF terminado.<\/p>

\"Sheathing<\/p>

Figura 4. Aplicaci\u00f3n del revestimiento<\/p>

\"Exterior<\/p>

Figura 5. Vista exterior e interior del edificio terminado.<\/p>

Referencias<\/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… Leer m\u00e1s »Procedimiento de construcci\u00f3n de estructuras de acero conformadas en fr\u00edo.<\/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\/es\/procedimiento-de-construccion-de-estructuras-de-acero-formadas-en-frio\/\" \/>\n<meta property=\"og:locale\" content=\"es_ES\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Arkitech - 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