File:Möller Brücke, Abbildung 04.tif

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Möller_Brücke,_Abbildung_04.tif (290 × 350 pixels, file size: 42 KB, MIME type: image/tiff)

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Deutsch: Die Unterzüge liegen in derselben Ebene, die für die Querträger ausgenutzt ist; es wird also an Constructionshöhe gespart. Die Querträger werden mit einbetoniert und dadurch dem Angriff der Flammen entzogen. Da die Stege aus Beton bestehen, können quer zu den Gurten I-Träger von größeren Abmessungen bequem eingebaut werden, um Einzellasten auf mehrere Gurte zu Vorteilen. Die bequeme Herstellung verlangte, daß die Gurte G1 und G2 getrennt auf den Unterzug verlegt wurden. Sie sind durch fünf- bis zehnmalige Umwicklung zweier Querwinkel der beiden Gurte mittels 4 bis o mm starken Drahtes untereinander vereinigt (vgl. den also gebildeten Ring R).
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Source Gurtträger-Decken, System Möller - in: Zeitschrift für Bauwesen, 1897 HEFT I BIS III, Seite 143-148
Author Max Möller
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current23:15, 11 February 2011Thumbnail for version as of 23:15, 11 February 2011290 × 350 (42 KB)Sarkana (talk | contribs){{Information |Description={{de|Die Unterzüge liegen in derselben Ebene, die für die Querträger ausgenutzt ist; es wird also an Constructionshöhe gespart. Die Querträger werden mit einbetoniert und dadurch dem Angriff der Flammen entzogen. Da die Ste

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