Marineda Footbridge in A Coruña (Spain)
Autor(en): |
Jorge Cascales Fernández
(Technical Director, k2 Estudio de Ingeniería, A Coruña, Spain)
Ricardo Rico Rubio (Engineering Director, k2 Estudio de Ingeniería, Madrid, Spain) Sergio Couto Wörner (Managing Director, k2 Estudio de Ingeniería, A Coruña, Spain) Pablo Grandío Noche (Bridge engineer, k2 Estudio de Ingeniería, A Coruña, Spain) |
---|---|
Medium: | Tagungsbeitrag |
Sprache(n): | Englisch |
Tagung: | Footbridge 2022: Creating Experience, Madrid, Spain, 07-09 September 2022 |
Veröffentlicht in: | Footbridge Madrid 2022 - Creating Experience |
DOI: | 10.24904/footbridge2022.056 |
Abstrakt: |
Designed with smooth and slender forms, Marineda footbridge in A Coruña (Spain) is a composite structure for pedestrians and cyclists that solves the access to one of the largest shopping centers in Spain, flying above a high-traffic highway. The maximum deck height and the geometry in plan were established by the necessary vertical clearance over the highway and the situation of the starting and end points. In this way, and with the idea of avoiding structural elements over the deck to minimize visual impact, a three-span curved slender beam was designed. The main span is 85.8 meters long and comprises a composite airtight box-girder deck with variable depth from 1.75 meters near piers to 1.00 meter in midspan section. The two lateral spans, one on each side, are formed by a post-tensioned voided slab rigidly connected to pier and abutment, and with a strut element underground forming a rigid frame. In these spans the maximum deck height is 1.90 meters and the minimum is 1.00 meter. The deck width is 4.00 meters to accommodate both cyclists and pedestrians and has a transverse slope of 1.5% from the centerline to each side. The curved geometry in plan, with a radius of 55 meters, and the stiffness of the lateral spans allow for an integral structure design without joints, that, along with the slenderness of the main span, give an unique appearance to the footbridge. |
Stichwörter: |
Belastungstests Verbund Schlankheit Dämpfung
|
Lizenz: | Dieses Werk ist urheberrechtlich geschützt. Der/die Urheber erteilt durch die Veröffentlichung nur das Recht, dieses Werk zu betrachten/lesen und herunterzuladen. Eine weitere Vervielfältigung und Veröffentlichung bedarf der Genehmigung des Urhebers/der Urheber. |
Bauwerke und Projekte
0.16 MB Volltext herunterladen (PDF-Datei)
1.88 MB
- Über diese
Datenseite - Reference-ID
10631999 - Veröffentlicht am:
07.10.2021 - Geändert am:
08.10.2021