{"id":10556,"date":"2024-12-05T08:14:17","date_gmt":"2024-12-05T07:14:17","guid":{"rendered":"https:\/\/depenbrock.dk\/steel-wind-quay-for-heavy-load\/"},"modified":"2024-12-05T08:14:17","modified_gmt":"2024-12-05T07:14:17","slug":"steel-wind-quay-for-heavy-load","status":"publish","type":"post","link":"https:\/\/depenbrock.dk\/en\/steel-wind-quay-for-heavy-load\/","title":{"rendered":"Steel wind quay for heavy load"},"content":{"rendered":"<div class=\"ti-project-description\">\n<p>The client, Steelwind Nordenham \u2013 DH Projekt GmbH, plans to create a quay for heavy loads on the left bank of the Weser in Nordenham-Blexen as part of the development of a monopile offshore foundation manufacturing site.<br \/>\nThe project \u201cSteelwind quay for heavy loads\u201d comprises:<br \/>\nQuay complex: Construction of a quay complex able to bear heavy loads, with a length of approx.\u00a0200 m plus an adjacent side wall<br \/>\nConstruction of a mooring dolphin with an access jetty<br \/>\nBackfilling of the quay structure, including soil and ground improvement work<br \/>\nCreation of an edge embankment with a revetment<br \/>\nCreation of a reinforced concrete angled retaining wall in the terrain<br \/>\nCreation of the necessary water depth for the mooring berth by dredging<\/p>\n<p>Quay areas:<br \/>\nCreation of the drainage system for the quay area incl. rainwater retention basin<br \/>\nCreation of the paved surface, including heavy duty drain channels<br \/>\nCreation of an empty conduit system<\/p>\n<p>Consortium with Tiefbau GmbH Unterweser and Aug. Prien.<\/p>\n<\/div>\n<div class=\"ti-project-buildingcosts\"><strong>Buildingcosts:<\/strong>\u00a012,2 \u20ac Mio.<\/div>\n<div class=\"ti-project-location\"><strong>Location:<\/strong>\u00a0Nordenham<\/div>\n<div class=\"ti-project-pdf\"><a href=\"https:\/\/www.depenbrock.dk\/fileadmin-depdk\/user_upload\/04_References\/Steel_wind_quay_for_heavy_load_Nordenham\/2014_eng_Steel_wind_quay_for_heavy_load_Nordenham_F_Z.pptx.pdf\" target=\"_blank\" rel=\"noopener\">Download Projectsheet as PDF<\/a><\/div>\n","protected":false},"excerpt":{"rendered":"<p>The client, Steelwind Nordenham \u2013 DH Projekt GmbH, plans to create a quay for heavy loads on the left bank of the Weser in Nordenham-Blexen as part of the development of a monopile offshore foundation manufacturing site. The project \u201cSteelwind quay for heavy loads\u201d comprises: Quay complex: Construction of a quay complex able to bear &#8230; <a title=\"Steel wind quay for heavy load\" class=\"read-more\" href=\"https:\/\/depenbrock.dk\/en\/steel-wind-quay-for-heavy-load\/\" aria-label=\"Read more about Steel wind quay for heavy load\">Read more<\/a><\/p>\n","protected":false},"author":5,"featured_media":10395,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[85],"tags":[],"class_list":["post-10556","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-construction-work"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.4 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Steel wind quay for heavy load | Depenbrock Scandinavia ApS<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/depenbrock.dk\/en\/steel-wind-quay-for-heavy-load\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Steel wind quay for heavy load | Depenbrock Scandinavia ApS\" \/>\n<meta property=\"og:description\" content=\"The client, Steelwind Nordenham \u2013 DH Projekt GmbH, plans to create a quay for heavy loads on the left bank of the Weser in Nordenham-Blexen as part of the development of a monopile offshore foundation manufacturing site. The project \u201cSteelwind quay for heavy loads\u201d comprises: Quay complex: Construction of a quay complex able to bear ... 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