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File:Neubau Brücke Zwenkauer Straße Mai 2017.jpg

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Deutsch: Neubau Brücke Zwenkauer Straße als Walzträger-in-Beton Brücke. Am Steg des außenliegenden Trägers sind Stegbohrungen zu erkennen, durch die eine Querbewehrung geführt wird, dazu schreibt [1] auf Seite 46,

Im Gegensatz zu EC 4 erlaubt die Deutsche Bahn [DS804] bei der Berechnung von WiB-Brücken den planmäßigen Ansatz eines Flächenverbundes zwischen Stahlprofil und Beton bei biegebeanspruchten Bauteilen. In der Berechnung wird von einem vollständigen Verbund zwischen Stahlprofil und Beton ausgegangen und der Querschnitt plastisch bemessen. Durch die genaue Vorgabe zur Querschnittsgeometrie und einem maximalen Trägerabstand von 70 cm wird erreicht, dass die zu übertragende Längsschubkraft klein bleibt. Des Weiteren wird vorgeschrieben, die Querbewehrung durch Stegbohrungen zu führen, sodass eine zusätzliche Verdübelung vorhanden ist.

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Author Frank Eritt
Camera location51° 14′ 18.97″ N, 12° 22′ 54.77″ E Kartographer map based on OpenStreetMap.View this and other nearby images on: OpenStreetMapinfo

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