{"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\/pl\/procedura-budowy-konstrukcji-stalowych-zimnogietych\/","title":{"rendered":"Procedura budowy konstrukcji stalowych zimnogi\u0119tych"},"content":{"rendered":"<div data-elementor-type=\"wp-post\" data-elementor-id=\"6819\" class=\"elementor elementor-6819\" data-elementor-settings=\"[]\">\n\t\t\t\t\t\t\t<div class=\"elementor-section-wrap\">\n\t\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-a07d108 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"a07d108\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-5373093\" data-id=\"5373093\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-2f384a1 elementor-widget elementor-widget-text-editor\" data-id=\"2f384a1\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<h2><span lang=\"EN-US\">Og\u00f3lny przegl\u0105d<\/span><\/h2><p>System odporny na obci\u0105\u017cenia w typowym budynku CFSF sk\u0142ada si\u0119 z ram wykonanych z zimnogi\u0119tych profili stalowych i paneli poszyciowych nak\u0142adanych na boki tych ram. R\u00f3\u017cne materia\u0142y poszyciowe mog\u0105 by\u0107 u\u017cywane w celu uzyskania wytrzyma\u0142o\u015bci, ale w ostatnich latach powszechnie stosuje si\u0119 materia\u0142y drewnopochodne i p\u0142yty gipsowo-kartonowe.<\/p><p>Ramy CFS dla paneli \u015bciennych mog\u0105 by\u0107 przygotowywane na miejscu lub prefabrykowane w fabryce. Programy komputerowe s\u0105 szeroko stosowane do projektowania i produkcji budynk\u00f3w CFSF. Model budynku wytworzony przez taki program komputerowy wraz z zmontowan\u0105 ram\u0105 CFS jest zilustrowany na rys. 1.<\/p><p style=\"text-align: center;\"><img class=\"aligncenter wp-image-6822 size-full\" src=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Typical-CFS-Framing.jpg\" alt=\"Typical CFS Framing\" width=\"918\" height=\"363\" srcset=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Typical-CFS-Framing.jpg 918w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Typical-CFS-Framing-300x119.jpg 300w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Typical-CFS-Framing-768x304.jpg 768w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Typical-CFS-Framing-18x7.jpg 18w\" sizes=\"(max-width: 918px) 100vw, 918px\" \/> Rysunek 1. Typowe uj\u0119cie CFS<\/p><p style=\"text-align: center;\">Najcz\u0119\u015bciej stosowan\u0105 form\u0105 fundamentu dla budynk\u00f3w CFSF jest fundament p\u0142ytowy podobny do pokazanego na rys. 1.2. Po wykonaniu fundamentu zmontowane ramy \u015bcienne po\u0142\u0105czono z p\u0142yt\u0105 fundamentow\u0105 za pomoc\u0105 \u0142\u0105cznik\u00f3w rozci\u0105ganych i \u015bcinanych. Rys. 1.3 przedstawia typowy \u0142\u0105cznik dociskowy rozci\u0105gany umieszczony w odpowiedniej pozycji.<\/p><p>\u00a0<\/p><p><img class=\"aligncenter wp-image-6823 size-full\" src=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Construction-of-a-typical-foundation.jpg\" alt=\"Construction of a typical foundation\" width=\"688\" height=\"480\" srcset=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Construction-of-a-typical-foundation.jpg 688w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Construction-of-a-typical-foundation-300x209.jpg 300w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Construction-of-a-typical-foundation-18x12.jpg 18w\" sizes=\"(max-width: 688px) 100vw, 688px\" \/><\/p><p style=\"text-align: center;\">Rysunek 2. Budowa typowego fundamentu<\/p><p><img class=\"aligncenter wp-image-6824 size-full\" src=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Wall-panel-to-foundation-connection.jpg\" alt=\"Wall panel to foundation connection\" width=\"591\" height=\"415\" srcset=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Wall-panel-to-foundation-connection.jpg 591w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Wall-panel-to-foundation-connection-300x211.jpg 300w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Wall-panel-to-foundation-connection-18x12.jpg 18w\" sizes=\"(max-width: 591px) 100vw, 591px\" \/><\/p><p style=\"text-align: center;\">Rysunek 3. Po\u0142\u0105czenie p\u0142yty \u015bciennej z fundamentem<\/p><p>Nak\u0142adanie paneli poszyciowych zwykle rozpoczyna si\u0119 po umieszczeniu wszystkich ram ze stali formowanej na zimno (CFS) na swoim miejscu. Wi\u0119kszo\u015b\u0107 paneli poszyciowych stosowanych w konstrukcjach ze stali formowanej na zimno (CFSF) ma r\u00f3\u017cn\u0105 sztywno\u015b\u0107 \u015bcinaj\u0105c\u0105 w dw\u00f3ch prostopad\u0142ych kierunkach. Dlatego wytrzyma\u0142o\u015b\u0107 na \u015bcinanie paneli \u015bciennych CFS zale\u017cy od tego, czy panele poszyciowe zosta\u0142y przymocowane do ram CFS w orientacji poziomej czy pionowej. Przyk\u0142ad p\u0142yt OSB (Oriented Strand Board) poszytych w orientacji pionowej pokazano na rys. 4. Widok zewn\u0119trzny i wewn\u0119trzny wyko\u0144czonego budynku mieszkalnego CFSF pokazano na rys. 5.<\/p><p><img class=\"wp-image-6825 size-full aligncenter\" src=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Sheathing-application.jpg\" alt=\"Sheathing application\" width=\"547\" height=\"415\" srcset=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Sheathing-application.jpg 547w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Sheathing-application-300x228.jpg 300w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Sheathing-application-16x12.jpg 16w\" sizes=\"(max-width: 547px) 100vw, 547px\" \/><\/p><p style=\"text-align: center;\">Rysunek 4. Zastosowanie os\u0142ony<\/p><p><img class=\"aligncenter wp-image-6826 size-full\" src=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Exterior-and-interior-view-of-finished-building.jpg\" alt=\"Exterior and interior view of finished building\" width=\"898\" height=\"343\" srcset=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Exterior-and-interior-view-of-finished-building.jpg 898w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Exterior-and-interior-view-of-finished-building-300x115.jpg 300w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Exterior-and-interior-view-of-finished-building-768x293.jpg 768w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/08\/Exterior-and-interior-view-of-finished-building-18x7.jpg 18w\" sizes=\"(max-width: 898px) 100vw, 898px\" \/><\/p><p style=\"text-align: center;\">Rysunek 5. Widok zewn\u0119trzny i wewn\u0119trzny gotowego budynku<\/p><h3>Odniesienia<\/h3><p>[1] Baran E, Alica C, (2013). LATERAL LOAD BEHAVIOR OF COLD-FORMED STEEL WALL PANELS.<\/p><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":"<p>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&hellip;&nbsp;<a href=\"https:\/\/arkitechglobal.com\/pl\/procedura-budowy-konstrukcji-stalowych-zimnogietych\/\" class=\"\" rel=\"bookmark\">Czytaj dalej &raquo;<span class=\"screen-reader-text\">Procedura budowy konstrukcji stalowych zimnogi\u0119tych<\/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":"<!-- This site is optimized with the Yoast SEO plugin v17.5 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Arkitech - 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\/pl\/procedura-budowy-konstrukcji-stalowych-zimnogietych\/\" \/>\n<meta property=\"og:locale\" content=\"pl_PL\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Arkitech - 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