{"id":9202,"date":"2022-11-29T13:53:51","date_gmt":"2022-11-29T13:53:51","guid":{"rendered":"https:\/\/cps.es\/portfolio\/augmentation-du-tirant-deau-a-muelle-principe-felipe-port-de-valence\/"},"modified":"2023-03-08T09:43:20","modified_gmt":"2023-03-08T09:43:20","slug":"augmentation-du-tirant-deau-a-muelle-principe-felipe-port-de-valence","status":"publish","type":"portfolio","link":"https:\/\/cps.es\/fr\/portfolio\/augmentation-du-tirant-deau-a-muelle-principe-felipe-port-de-valence\/","title":{"rendered":"Augmentation du tirant d’eau \u00e0 Muelle Pr\u00edncipe Felipe, Port de Valence"},"content":{"rendered":"\t\t
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Augmentation du tirant d'eau \u00e0 Muelle Pr\u00edncipe Felipe, Port de Valence<\/h1>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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CPS a r\u00e9alis\u00e9 l’assistance technique \u00e0 la direction des travaux “augmentation du tirant d’eau dans la section centrale du Quai Pr\u00edncipe Felipe”, situ\u00e9 dans le Dock Sud du Port de Valence, o\u00f9 se trouve le Terminal Container 1. Les travaux ont \u00e9t\u00e9 r\u00e9alis\u00e9s sur la partie centrale de l’alignement du quai, qui avait une hauteur de 16 m\u00e8tres sur une longueur totale de 500 m\u00e8tres.<\/p>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t

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Le tirant d’eau a \u00e9t\u00e9 augment\u00e9 de 2 m\u00e8tres pour atteindre une profondeur totale de 18 m\u00e8tres afin de garantir l’op\u00e9rabilit\u00e9 de la derni\u00e8re g\u00e9n\u00e9ration de navires, dont la capacit\u00e9 maximale peut atteindre 18 000 EVP, permettant ainsi au port de Valence de consolider sa position d’escale en M\u00e9diterran\u00e9e pour ces m\u00e9ga-navires sur leurs routes Est – Am\u00e9rique du Nord.<\/p>\n

En outre, les fondations de la structure du quai ont \u00e9t\u00e9 renforc\u00e9es et le syst\u00e8me d’accostage existant a \u00e9t\u00e9 remplac\u00e9 par un autre pr\u00e9sentant des caract\u00e9ristiques adapt\u00e9es \u00e0 ce type de navire.<\/p>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t

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Les activit\u00e9s suivantes ont \u00e9t\u00e9 r\u00e9alis\u00e9es pour augmenter le tirant d’eau et adapter les \u00e9l\u00e9ments d’amarrage susmentionn\u00e9s :<\/p>\n

Renforcement des quais <\/strong><\/p>\n

Le renforcement de la jet\u00e9e consistait en un \u00e9cran de jet-grouting sur une bande d’au moins 3,00 m \u00e0 partir du pied du c\u00f4t\u00e9 mer de la jet\u00e9e \u00e0 caissons. La technique d’injection utilis\u00e9e sera le Superjet (jet grouting \u00e0 haute pression).<\/p>\n

<\/strong>Dispositions relatives \u00e0 l’accostage et \u00e0 l’amarrage<\/strong><\/p>\n

Le syst\u00e8me d’accostage existant sur la ligne de quai a \u00e9t\u00e9 remplac\u00e9 par un syst\u00e8me de double d\u00e9fense SC 1150H de qualit\u00e9 A.<\/p>\n

Superstructures <\/strong><\/p>\n

Les rails de grue existants de 100 pieds (espacement des rails de 30,48 m) ont \u00e9t\u00e9 remplac\u00e9s sur toute la section du terminal du quai Pr\u00edncipe Felipe, sur tout l’alignement trait\u00e9, tant sur la poutre en porte-\u00e0-faux que sur la poutre arri\u00e8re de la grue, par un rail de type A-120 sur toutes les sections qui ont actuellement un type A-100.<\/p>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t

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Augmentation du tirant d'eau \u00e0 Muelle Pr\u00edncipe Felipe, Port de Valence<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t
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\n Localizaci\u00f3n<\/span>\n <\/h3>\n
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Valencia - Espa\u00f1a<\/span><\/p> <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n\n \n \n\n

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\n Cliente<\/span>\n <\/h3>\n
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Autoridad Portuaria de Valencia<\/span><\/p> <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n\n \n \n\n

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\n Fecha (inicio-fin)<\/span>\n <\/h3>\n
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Junio 2017 \u2013 Septiembre 2018<\/span><\/p> <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n <\/div>\n\n \n \n \n <\/div>\n <\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t

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\n Proyectos relacionados<\/span> <\/h2>\n \t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"

Augmentation du tirant d’eau \u00e0 Muelle Pr\u00edncipe Felipe, Port de Valence CPS a r\u00e9alis\u00e9 l’assistance technique \u00e0 la direction des travaux “augmentation […]<\/p>\n","protected":false},"author":9,"featured_media":7798,"menu_order":0,"comment_status":"open","ping_status":"closed","template":"","meta":{"footnotes":""},"portfolio_category":[115],"class_list":["post-9202","portfolio","type-portfolio","status-publish","has-post-thumbnail","hentry","portfolio_category-civil-obras-lineales-fr"],"_links":{"self":[{"href":"https:\/\/cps.es\/fr\/wp-json\/wp\/v2\/portfolio\/9202","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/cps.es\/fr\/wp-json\/wp\/v2\/portfolio"}],"about":[{"href":"https:\/\/cps.es\/fr\/wp-json\/wp\/v2\/types\/portfolio"}],"author":[{"embeddable":true,"href":"https:\/\/cps.es\/fr\/wp-json\/wp\/v2\/users\/9"}],"replies":[{"embeddable":true,"href":"https:\/\/cps.es\/fr\/wp-json\/wp\/v2\/comments?post=9202"}],"version-history":[{"count":1,"href":"https:\/\/cps.es\/fr\/wp-json\/wp\/v2\/portfolio\/9202\/revisions"}],"predecessor-version":[{"id":9210,"href":"https:\/\/cps.es\/fr\/wp-json\/wp\/v2\/portfolio\/9202\/revisions\/9210"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/cps.es\/fr\/wp-json\/wp\/v2\/media\/7798"}],"wp:attachment":[{"href":"https:\/\/cps.es\/fr\/wp-json\/wp\/v2\/media?parent=9202"}],"wp:term":[{"taxonomy":"portfolio_category","embeddable":true,"href":"https:\/\/cps.es\/fr\/wp-json\/wp\/v2\/portfolio_category?post=9202"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}