{"id":10575,"date":"2024-11-28T08:54:28","date_gmt":"2024-11-28T07:54:28","guid":{"rendered":"https:\/\/depenbrock.dk\/new-construction-berth-10-ferry-port-2\/"},"modified":"2024-11-28T08:54:28","modified_gmt":"2024-11-28T07:54:28","slug":"new-construction-berth-10-ferry-port-2","status":"publish","type":"post","link":"https:\/\/depenbrock.dk\/en\/new-construction-berth-10-ferry-port-2\/","title":{"rendered":"New construction Berth 10, ferry port"},"content":{"rendered":"<div class=\"ti-project-description\">\n<p>Key features of the contract: Construction of a quay complex as a pile wall with an integrated platform for heavy loads on the land side Quay equipment like ladders, fenders, barge mooring fixtures and double bollards, fender system etc.<\/p>\n<p>Backfilling and dredging of the berth Creation of a slope stabilization at the end of the quay wall As the place is designed to be a transshipment location for the offshore industry, the design had to account for live loads of 200 kN\/m\u00b2. Therefore, a buried 80-cm-thick shielding plate was designed to reduce loads on the quay wall. This superstructure is founded on driven in-situ concrete piles. Due to high live loads of over 5500 kN, the concrete structure and the concrete piles have been reinforced accordingly.<\/p>\n<p>Technical data \/ Main Quantities:<br \/>\nTube piles 600 t<br \/>\nIntermediate piles 140 t<br \/>\nInclined piles 33 pcs.<br \/>\nIn.situ concrete piles 65 pcs.<br \/>\nConcrete approx.1.400 m3<br \/>\nReinforcement steel approx. 200 t<br \/>\nSoil transfer approx. 32.000 m3<\/p>\n<\/div>\n<div class=\"ti-project-buildingcosts\"><strong>Buildingcosts:<\/strong>\u00a04,6 \u20ac Mio.<\/div>\n<div class=\"ti-project-location\"><strong>Location:<\/strong>\u00a0Sassnitz<\/div>\n<div class=\"ti-project-pdf\"><a href=\"https:\/\/www.depenbrock.dk\/fileadmin-depdk\/user_upload\/04_References\/Neubau_Liegeplatz_10_Faehrhafen_Sassnitz\/2017_eng_Neubau_LP10_F%C3%A4hrhafen_Sassnitz_F_Z.pptx.pdf\" target=\"_blank\" rel=\"noopener\">Download Projectsheet as PDF<\/a><\/div>\n","protected":false},"excerpt":{"rendered":"<p>Key features of the contract: Construction of a quay complex as a pile wall with an integrated platform for heavy loads on the land side Quay equipment like ladders, fenders, barge mooring fixtures and double bollards, fender system etc. Backfilling and dredging of the berth Creation of a slope stabilization at the end of the &#8230; <a title=\"New construction Berth 10, ferry port\" class=\"read-more\" href=\"https:\/\/depenbrock.dk\/en\/new-construction-berth-10-ferry-port-2\/\" aria-label=\"Read more about New construction Berth 10, ferry port\">Read more<\/a><\/p>\n","protected":false},"author":5,"featured_media":10376,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[88],"tags":[],"class_list":["post-10575","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-fundering-paa-vandet-en"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.5 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>New construction Berth 10, ferry port | 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\/new-construction-berth-10-ferry-port-2\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"New construction Berth 10, ferry port | Depenbrock Scandinavia ApS\" \/>\n<meta property=\"og:description\" content=\"Key features of the contract: Construction of a quay complex as a pile wall with an integrated platform for heavy loads on the land side Quay equipment like ladders, fenders, barge mooring fixtures and double bollards, fender system etc. Backfilling and dredging of the berth Creation of a slope stabilization at the end of the ... 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