{"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\/de\/bauverfahren-von-kaltgeformten-stahlkonstruktionen\/","title":{"rendered":"Bauverfahren kaltgeformter Stahlkonstruktionen"},"content":{"rendered":"
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Gesamt\u00fcbersicht<\/span><\/h2>

Das Lastwiderstandssystem in einem typischen CFSF-Geb\u00e4ude besteht aus Rahmen aus kaltgeformten Stahlprofilen und an den Seiten dieser Rahmen angebrachten Schalungsplatten. Um die Festigkeit zu erh\u00f6hen, k\u00f6nnen verschiedene Ummantelungsmaterialien verwendet werden, in den letzten Jahren werden jedoch h\u00e4ufig auch Holzwerkstoffe und Gipsplatten verwendet.<\/p>

CFS-Rahmen f\u00fcr Wandpaneele k\u00f6nnen entweder vor Ort vorbereitet oder im Werk vorgefertigt werden. F\u00fcr den Entwurf und die Herstellung von CFSF-Geb\u00e4uden werden h\u00e4ufig Computerprogramme eingesetzt. Das mit einem solchen Computerprogramm erstellte Modell eines Geb\u00e4udes zusammen mit dem zusammengebauten CFS-Rahmen ist in Abb. 1 dargestellt.<\/p>

\"Typical Abbildung 1. Typisches CFS-Framing<\/p>

Die am h\u00e4ufigsten f\u00fcr CFSF-Geb\u00e4ude verwendete Fundamentform ist ein Flo\u00dffundament \u00e4hnlich dem in Abb. 1.2 dargestellten. Nach der Herstellung des Fundaments wurden die montierten Wandrahmen \u00fcber Zug- und Schubverbinder mit der Fundamentplatte verbunden. Abb. 1.3 zeigt einen typischen Zugniederhalter in seiner Position.<\/p>

\u00a0<\/p>

\"Construction<\/p>

Abbildung 2. Aufbau eines typischen Fundaments<\/p>

\"Wall<\/p>

Abbildung 3. Verbindung zwischen Wandpaneel und Fundament<\/p>

Das Anbringen der Verkleidungsplatten beginnt in der Regel, nachdem alle Rahmen aus kaltgeformtem Stahl (CFS) in Position gebracht wurden. Die meisten Schalungsplatten, die in CFSF-Konstruktionen (Cold-Formed Steel Framed) verwendet werden, weisen in zwei orthogonalen Richtungen unterschiedliche Schubsteifigkeiten auf. Daher h\u00e4ngt die Scherfestigkeit der CFS-Wandpaneele davon ab, ob die Schalungsplatten in horizontaler oder vertikaler Ausrichtung auf CFS-Rahmen befestigt wurden. Ein Beispiel f\u00fcr mit Oriented Strand Board (OSB) ummantelte Platten in vertikaler Ausrichtung ist in Abb. 4 dargestellt. Die Au\u00dfen- und Innenansicht eines fertigen CFSF-Wohngeb\u00e4udes ist in Abb. 5 dargestellt.<\/p>

\"Sheathing<\/p>

Abbildung 4. Anwendung der Ummantelung<\/p>

\"Exterior<\/p>

Abbildung 5. Au\u00dfen- und Innenansicht des fertigen Geb\u00e4udes<\/p>

Verweise<\/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… Weiterlesen »Bauverfahren kaltgeformter Stahlkonstruktionen<\/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\/de\/bauverfahren-von-kaltgeformten-stahlkonstruktionen\/\" \/>\n<meta property=\"og:locale\" content=\"de_DE\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Arkitech - 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