{"id":10596,"date":"2024-11-27T09:24:37","date_gmt":"2024-11-27T08:24:37","guid":{"rendered":"https:\/\/depenbrock.dk\/port-rostock-pier-iii\/"},"modified":"2024-11-27T09:24:37","modified_gmt":"2024-11-27T08:24:37","slug":"port-rostock-pier-iii","status":"publish","type":"post","link":"https:\/\/depenbrock.dk\/en\/port-rostock-pier-iii\/","title":{"rendered":"Port: Rostock Pier III"},"content":{"rendered":"<div class=\"ti-project-description\">\n<p>The scope: Driving of a sheet pile wall with a length of about 1040 m.<br \/>\nBefore driving the sheet piles the existing local soil of marl had been exchanged with medium dense sand by using two rotary drilling rigs, working from pontoons, each one equipped with a moonpool. For the intermediate piles loosening drillings had been executed before the piling. The anchorage of the combined wall which was made of load bearing piles and intermediate piles was achieved by the use of hinged anchors, grouted drilled anchors and horizontal anchors.<br \/>\nThe newly framed area was filled up to design level by our JV-partner \u201cNordsee\u201d with about 1.600.000m\u00b3 of sand from the Baltic Sea. The embankments were secured by revetment stones and further a service road was constructed as well.<br \/>\nThus an area of about 10,4 ha had been created which later will be handed over from Rostock Port Development to the company Liebherr, which is having their manufacturing facility for harbour mobile cranes in Rostock.<\/p>\n<p>Employer: Hafenentwicklungsgesellschaft Rostock<br \/>\nConstruction Period: 2010 &#8211; 2012<br \/>\nSpecifications \/ Main Quantities: Load bearing Piles 522 pcs.<br \/>\nIntermediate piles 523 pcs.<br \/>\nLoad bearing \/ Intermediate piles 7.500 t<br \/>\nHinged anchors 310 pcs. Raked Pile 1.310 t<br \/>\nGrouted drilled anchors 126 pcs.<br \/>\nHorizontal Anchors 53 pcs.<br \/>\nPipe Line Construction 500 m<br \/>\nSand Filling 1.600.000 m3<br \/>\nVertical Drain 1.000.000 m<\/p>\n<\/div>\n<div class=\"ti-project-buildingcosts\"><strong>Buildingcosts:<\/strong>\u00a034,2 \u20ac Mio.<\/div>\n<div class=\"ti-project-location\"><strong>Location:<\/strong>\u00a0Rostock<\/div>\n<div class=\"ti-project-pdf\"><a href=\"https:\/\/www.depenbrock.dk\/fileadmin-fzbau\/user_upload\/03_Referenzen\/Rostock_Pier_III\/2012_eng_Rostock_Pier_III_F_Z.pdf\" target=\"_blank\" rel=\"noopener\">Download Projectsheet as PDF<\/a><\/div>\n","protected":false},"excerpt":{"rendered":"<p>The scope: Driving of a sheet pile wall with a length of about 1040 m. Before driving the sheet piles the existing local soil of marl had been exchanged with medium dense sand by using two rotary drilling rigs, working from pontoons, each one equipped with a moonpool. For the intermediate piles loosening drillings had &#8230; <a title=\"Port: Rostock Pier III\" class=\"read-more\" href=\"https:\/\/depenbrock.dk\/en\/port-rostock-pier-iii\/\" aria-label=\"Read more about Port: Rostock Pier III\">Read more<\/a><\/p>\n","protected":false},"author":5,"featured_media":10355,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[89],"tags":[],"class_list":["post-10596","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-havne-og-havneanlaeg-en"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.5 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Port: Rostock Pier III | 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\/port-rostock-pier-iii\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Port: Rostock Pier III | Depenbrock Scandinavia ApS\" \/>\n<meta property=\"og:description\" content=\"The scope: Driving of a sheet pile wall with a length of about 1040 m. Before driving the sheet piles the existing local soil of marl had been exchanged with medium dense sand by using two rotary drilling rigs, working from pontoons, each one equipped with a moonpool. For the intermediate piles loosening drillings had ... 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