کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6747478 | 1429475 | 2016 | 14 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Construcción del viaducto de acceso desde Puerto Real del Puente de la Constitución de 1812 sobre la BahÃa de Cádiz
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موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
پیش نمایش صفحه اول مقاله
چکیده انگلیسی
Relevant features in the design and construction of the access viaduct from Puerto Real side to Constitución de 1812 Bridge are described in this paper. It is a continuous prestressed concrete structure with a total length of 1.200,75Â m, which extends from the abutment 2 to the connection with the cable stayed spans. Closer area to abutment 2 is a voided slab with standard span of 40Â m, cross section 2Â m deep, and maximum width of 35,85Â m. Span by span construction with falsework on the ground was developed for the total width of the deck. Closer area to cable stayed spans is a 3Â m deep three-cell box cross section with span lengths up to 75Â m. A span by span sequence with arcaded falsework was carried out for cross section's central cell, and cantilevers at both sides were then constructed with a form traveller system.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Hormigón y Acero - Volume 67, Issues 278â279, JanuaryâAugust 2016, Pages 221-234
Journal: Hormigón y Acero - Volume 67, Issues 278â279, JanuaryâAugust 2016, Pages 221-234
نویسندگان
Javier Pascual Santos, Diego Pajuelo Gallardo, Antonio Carnerero Ruiz, Francisco de Borja Mendizábal del Arco, Pablo Campos Acebo,