{"id":4856,"date":"2014-05-20T12:17:10","date_gmt":"2014-05-20T10:17:10","guid":{"rendered":"http:\/\/wp13.ewerkstatt.com\/?page_id=4856"},"modified":"2023-08-01T10:51:47","modified_gmt":"2023-08-01T08:51:47","slug":"ahk11","status":"publish","type":"page","link":"https:\/\/www.zt-ron.at\/en\/projekte\/ahk11\/","title":{"rendered":"Project railway bridge AHK11"},"content":{"rendered":"\n<p class=\"wp-block-paragraph\">This project is a railway bridge class +2\/SW in the framework of the Koralm project.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">The supporting framework was designed as steel composite framework. The static system is a continuous beam with 20m+35m+20m. The bridge was built during ongoing railway operation &#8211; first the northern part of the thrust bearing and columns incl. steel composite framework, then railway operation was transferred onto the new track, and the southern part of the entire framework construction was built subsequently.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Here the difficult ground mechanical situations must be mentioned \u2013 a floating foundation was necessary (large-area vibrating tamper sealing).<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Customer: Eisenbahn-HL AG.G.<\/p>\n\n\n\n<figure class=\"wp-block-gallery has-nested-images columns-3 is-cropped wp-block-gallery-1 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><a href=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11-Verformungslager_als_bewehrtes_Elastomerlager_bei_ST12.jpg\"><img loading=\"lazy\" decoding=\"async\" width=\"700\" height=\"525\" data-id=\"5397\" src=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11-Verformungslager_als_bewehrtes_Elastomerlager_bei_ST12-700x525.jpg\" alt=\"\" class=\"wp-image-5397\" srcset=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11-Verformungslager_als_bewehrtes_Elastomerlager_bei_ST12-700x525.jpg 700w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11-Verformungslager_als_bewehrtes_Elastomerlager_bei_ST12-250x187.jpg 250w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11-Verformungslager_als_bewehrtes_Elastomerlager_bei_ST12-120x90.jpg 120w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11-Verformungslager_als_bewehrtes_Elastomerlager_bei_ST12-360x270.jpg 360w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11-Verformungslager_als_bewehrtes_Elastomerlager_bei_ST12-217x163.jpg 217w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11-Verformungslager_als_bewehrtes_Elastomerlager_bei_ST12.jpg 800w\" sizes=\"auto, (max-width: 700px) 100vw, 700px\" \/><\/a><figcaption class=\"wp-element-caption\">Asientos de deformaci\u00f3n como cojinete elast\u00f3mero armado en ST1<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><a href=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Elastomerlager_mit_Querfestlager_bei_ST12.jpg\"><img loading=\"lazy\" decoding=\"async\" width=\"700\" height=\"525\" data-id=\"5391\" src=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Elastomerlager_mit_Querfestlager_bei_ST12-700x525.jpg\" alt=\"\" class=\"wp-image-5391\" srcset=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Elastomerlager_mit_Querfestlager_bei_ST12-700x525.jpg 700w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Elastomerlager_mit_Querfestlager_bei_ST12-250x187.jpg 250w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Elastomerlager_mit_Querfestlager_bei_ST12-120x90.jpg 120w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Elastomerlager_mit_Querfestlager_bei_ST12-360x270.jpg 360w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Elastomerlager_mit_Querfestlager_bei_ST12-217x163.jpg 217w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Elastomerlager_mit_Querfestlager_bei_ST12.jpg 800w\" sizes=\"auto, (max-width: 700px) 100vw, 700px\" \/><\/a><figcaption class=\"wp-element-caption\">Cojinete elast\u00f3mero con rodamiento fijo transversal en ST2<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><a href=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Linienkipplager_als_Festlager_bei_WL12.jpg\"><img loading=\"lazy\" decoding=\"async\" width=\"700\" height=\"525\" data-id=\"5393\" src=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Linienkipplager_als_Festlager_bei_WL12-700x525.jpg\" alt=\"\" class=\"wp-image-5393\" srcset=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Linienkipplager_als_Festlager_bei_WL12-700x525.jpg 700w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Linienkipplager_als_Festlager_bei_WL12-250x187.jpg 250w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Linienkipplager_als_Festlager_bei_WL12-120x90.jpg 120w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Linienkipplager_als_Festlager_bei_WL12-360x270.jpg 360w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Linienkipplager_als_Festlager_bei_WL12-217x163.jpg 217w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Linienkipplager_als_Festlager_bei_WL12.jpg 800w\" sizes=\"auto, (max-width: 700px) 100vw, 700px\" \/><\/a><figcaption class=\"wp-element-caption\">Apoyo oscilante en l\u00ednea como rodamiento fijo en WL1<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><a href=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/4966bae49b1.jpg\"><img loading=\"lazy\" decoding=\"async\" width=\"450\" height=\"600\" data-id=\"5379\" src=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/4966bae49b1.jpg\" alt=\"\" class=\"wp-image-5379\" srcset=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/4966bae49b1.jpg 450w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/4966bae49b1-250x333.jpg 250w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/4966bae49b1-120x160.jpg 120w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/4966bae49b1-202x270.jpg 202w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/4966bae49b1-122x163.jpg 122w\" sizes=\"auto, (max-width: 450px) 100vw, 450px\" \/><\/a><figcaption class=\"wp-element-caption\">Verformungslager als bewehrtes Elastomerlager bei ST1<\/figcaption><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><a href=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Seitenansicht_von_Norden_-_schwimmende_Fundierungen2.jpg\"><img loading=\"lazy\" decoding=\"async\" width=\"700\" height=\"525\" data-id=\"5395\" src=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Seitenansicht_von_Norden_-_schwimmende_Fundierungen2-700x525.jpg\" alt=\"\" class=\"wp-image-5395\" srcset=\"https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Seitenansicht_von_Norden_-_schwimmende_Fundierungen2-700x525.jpg 700w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Seitenansicht_von_Norden_-_schwimmende_Fundierungen2-250x187.jpg 250w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Seitenansicht_von_Norden_-_schwimmende_Fundierungen2-120x90.jpg 120w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Seitenansicht_von_Norden_-_schwimmende_Fundierungen2-360x270.jpg 360w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Seitenansicht_von_Norden_-_schwimmende_Fundierungen2-217x163.jpg 217w, https:\/\/www.zt-ron.at\/wp-content\/uploads\/2014\/05\/AHK11_-_Seitenansicht_von_Norden_-_schwimmende_Fundierungen2.jpg 800w\" sizes=\"auto, (max-width: 700px) 100vw, 700px\" \/><\/a><figcaption class=\"wp-element-caption\">Vista lateral del norte fundamentos flotantes<\/figcaption><\/figure>\n<\/figure>\n","protected":false},"excerpt":{"rendered":"<p>This project is a railway bridge class +2\/SW in the framework of the Koralm project. The supporting framework was designed as steel composite framework. The static system is a continuous beam with 20m+35m+20m. The bridge was built during ongoing railway operation &#8211; first the northern part of the thrust bearing and columns incl. steel composite [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":6030,"parent":4768,"menu_order":0,"comment_status":"closed","ping_status":"open","template":"","meta":{"iawp_total_views":30,"footnotes":""},"class_list":["post-4856","page","type-page","status-publish","has-post-thumbnail","hentry"],"blocksy_meta":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.8 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Project railway bridge AHK11 &#8212; RONACHER ZT GmbH<\/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:\/\/www.zt-ron.at\/en\/projekte\/ahk11\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Project railway bridge AHK11 &#8212; RONACHER ZT GmbH\" \/>\n<meta property=\"og:description\" content=\"This project is a railway bridge class +2\/SW in the framework of the Koralm project. The supporting framework was designed as steel composite framework. The static system is a continuous beam with 20m+35m+20m. 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