{"id":9332,"date":"2022-11-02T10:30:38","date_gmt":"2022-11-02T09:30:38","guid":{"rendered":"https:\/\/www.designfix.de\/?p=9332"},"modified":"2020-01-30T16:50:24","modified_gmt":"2020-01-30T15:50:24","slug":"en-1992-4","status":"publish","type":"post","link":"https:\/\/www.designfix.de\/de\/en-1992-4\/","title":{"rendered":"Bemessung von Befestigungen auf Basis von EN 1992-4"},"content":{"rendered":"

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Mit der Ver\u00f6ffentlichung der Leitlinie ETAG 001 f\u00fcr die Europ\u00e4ische Technische Zulassung f\u00fcr Metalld\u00fcbel zur Verankerung in Beton<\/em> durch die EOTA (European Organisation for Technical Approvals<\/a>) im Jahr 1997 konnten erstmals Europ\u00e4isch Technische Zulassungen (ETAs) f\u00fcr D\u00fcbel erteilt werden. Die in den Zulassungen enthaltenen relevanten Parameter erlaubten erstmals eine wirklichkeitsnahe Bemessung von D\u00fcbeln, allerdings erforderten sie detaillierte Bemessungsregeln. Zum damaligen Zeitpunkt existierte jedoch keine europ\u00e4ische Bemessungsvorschrift f\u00fcr Befestigungen. Die Erarbeitung europ\u00e4isch anerkannter Bemessungsregeln durch CEN (Europ\u00e4isches Komitee f\u00fcr Normung<\/a>) war auch kurzfristig nicht zu erwarten. Daher musste die Bemessung ebenfalls innerhalb der Leitlinie f\u00fcr Europ\u00e4isch Technische Zulassungen behandelt werden.<\/p>\n

Das im Anhang\u00a0C der Leitlinie ver\u00f6ffentlichte Bemessungsverfahren f\u00fcr D\u00fcbel wurde in den Folgejahren mehrfach dem jeweiligen Kenntnisstand angepasst und 2007 mit dem Technical Report TR\u00a0029<\/a> (Bemessung von Verbundd\u00fcbeln<\/a><\/em>) f\u00fcr die Bemessung von chemischen D\u00fcbeln erg\u00e4nzt.<\/p>\n

Von Beginn an war klar, dass die Behandlung der Bemessung im Rahmen einer Zulassungsleitlinie nur eine \u00dcbergangsl\u00f6sung darstellen konnte, da die europ\u00e4ische Bauproduktenrichtlinie den Aufgabenbereich der EOTA darauf beschr\u00e4nkte, Zulassungsleitlinien f\u00fcr Bauprodukte zu erstellen, w\u00e4hrend die Ver\u00f6ffentlichung europ\u00e4ischer Regelungen zur Bemessung CEN vorbehalten war. Daher war\u00a0 Anhang C der Leitlinie ETAG 001 schnellstm\u00f6glich in eine europ\u00e4ische Bemessungsnorm zu \u00fcberf\u00fchren.<\/p>\n

Die Einf\u00fchrung der EU-Bauproduktenverordnung, welche im Juli 2013 die bisherige Bauproduktenrichtlinie abl\u00f6ste, erh\u00f6hte den Handlungsdruck auf das zust\u00e4ndige Technische Komitee CEN\/TC 250 \u201eEurocodes f\u00fcr den konstruktiven Ingenieurbau<\/em>\u201c. Nach intensiver Arbeit im Normausschuss wurde schlie\u00dflich 2018 die Bemessungsnorm als Teil 4 des Eurocode 2 ver\u00f6ffentlicht: EN\u00a01992-4:2018 \u201eBemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken – Teil 4: Bemessung der Verankerung von Befestigungen in Beton<\/em>. Dies war ein bedeutsamer Moment. Zum ersten Mal wurde die Bemessung von Befestigungen nicht mehr in einer Leitlinie, sondern in einer offiziellen Europ\u00e4ischen Norm geregelt.<\/p>\n

Die Bemessungsvorschriften der EN 1992-4 entsprechen im Wesentlichen den Regelungen von ETAG 001, Anhang\u00a0C, jedoch wurden folgende wichtige \u00c4nderungen bzw. Erg\u00e4nzungen vorgenommen:<\/p>\n

Als wichtigste \u00c4nderung wurde beim Nachweis f\u00fcr kombiniertes Versagen durch Herausziehen und Betonausbruch chemischer D\u00fcbel der produktabh\u00e4ngige Faktor \u03c8sus<\/sub> eingef\u00fchrt, der das Verhalten der D\u00fcbel unter Dauerlast ber\u00fccksichtigt. Er h\u00e4ngt vom Verh\u00e4ltnis \u03b1sus<\/sub> der Dauerlast zur Gesamtlast im Bruchzustand (ULS) sowie von einem in der ETA angegebenen produktabh\u00e4ngigen Grundwert \u03c80<\/sup>sus<\/sub> ab.<\/p>\n

Au\u00dferdem wird durch den Faktor \u03c8M,N<\/sub> ein m\u00f6glicher positiver Einfluss der Druckkraft zwischen Ankerplatte und Beton auf den charakteristischen Widerstand f\u00fcr kegelf\u00f6rmigen Betonausbruch ber\u00fccksichtigt. Allerdings darf dieser Faktor nur unter bestimmten, eng begrenzten Bedingungen mit einem Wert >\u00a01 angesetzt werden.<\/p>\n

Wie im Eurocode 2 \u00fcblich, werden die charakteristischen Widerst\u00e4nde f\u00fcr kegelf\u00f6rmigen Betonausbruch und Spalten unter Zuglast sowie Betonkantenbruch und r\u00fcckw\u00e4rtigen Betonausbruch unter Querlast nicht auf Basis der Betonw\u00fcrfeldruckfestigkeit, sondern der Zylinderdruckfestigkeit bestimmt. Da die Zylinderdruckfestigkeit kleiner als die W\u00fcrfeldruckfestigkeit ist, wurden die Vorwerte in den Gleichungen f\u00fcr die charakteristischen Widerst\u00e4nde von 10,1 auf 11,0 (ungerissener Beton) bzw. von 7,2 auf 7,7 (gerissener Beton) erh\u00f6ht.<\/p>\n

Seit Mitte 2019 ist die Bemessung von mechanischen und chemischen D\u00fcbeln nach EN 1992-4 in DesignFiX m\u00f6glich. Voraussetzung ist aber, dass der jeweilige Hersteller seine Produkte auch nach EN 1992-4 implementiert hat. Das gew\u00fcnschte Bemessungsverfahren (ETAG 001, Anhang C oder EN 1992-4) kann im Men\u00fcband (Ribbon bar) von DesignFiX ausgew\u00e4hlt werden. Existierende Produkte mit zeitlich unbeschr\u00e4nkten ETAs, die auf die alten Bemessungsregelungen nach ETAG 001, Anhang C und CEN\/TS 1992-4 verweisen, m\u00fcssen nach wie vor nach diesen Regelungen bemessen werden. Die Bemessung entspricht dann allerdings nicht dem aktuellen Stand der Technik. Demgegen\u00fcber verweisen ETAs, die den aktuellen Stand der Technik ber\u00fccksichtigen, auf EN 1992-4.<\/p>\n

Derzeit ber\u00fccksichtigt DesignFiX als Grundeinstellung das Verfahren nach ETAG 001, Anhang C. Mittelfristig ist geplant, dass jeder Anwender sein bevorzugtes Bemessungsverfahren f\u00fcr den Start von DesignFiX individuell festlegen kann.<\/p>\n

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Wir zeigen Ihnen die Implementation Ihrer Anker in DesignFiX<\/p>\n

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DesignFiX erm\u00f6glicht neben der Bemessung nach ETAG 001, Anhang C auch die Bemessung auf Basis der europ\u00e4ischen Norm EN 1992-4:2018 (Eurocode 2 – Teil 4).<\/p>\n","protected":false},"author":10,"featured_media":9335,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","jetpack_post_was_ever_published":false,"_jetpack_newsletter_access":"","_jetpack_dont_email_post_to_subs":false,"_jetpack_newsletter_tier_id":0,"_jetpack_memberships_contains_paywalled_content":false,"_jetpack_memberships_contains_paid_content":false,"footnotes":""},"categories":[50],"tags":[13,45,3605],"class_list":["post-9332","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-wissensdatenbank","tag-etag-de","tag-tr029-de","tag-en-1992-4-de"],"yoast_head":"\nBemessung von Befestigungen auf Basis von EN 1992-4 - DesignFiX<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.designfix.de\/de\/en-1992-4\/\" \/>\n<meta property=\"og:locale\" content=\"de_DE\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Bemessung von Befestigungen auf Basis von EN 1992-4\" \/>\n<meta property=\"og:description\" content=\"DesignFiX erm\u00f6glicht neben der Bemessung nach ETAG 001, Anhang C auch die Bemessung auf Basis der europ\u00e4ischen Norm EN 1992-4:2018 (Eurocode 2 - 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