{"id":366,"date":"2014-04-25T09:55:18","date_gmt":"2014-04-25T07:55:18","guid":{"rendered":"http:\/\/www.teamkl.de\/?page_id=366"},"modified":"2014-09-17T19:25:43","modified_gmt":"2014-09-17T17:25:43","slug":"1574-wankelstrasse","status":"publish","type":"page","link":"https:\/\/www.teamkl.de\/?page_id=366","title":{"rendered":"1574 Wankelstrasse"},"content":{"rendered":"<table border=\"0\" width=\"1150\" cellspacing=\"0\" cellpadding=\"0\">\n<colgroup>\n<col width=\"350\" \/>\n<col width=\"200\" \/>\n<col width=\"600\" \/> <\/colgroup>\n<tbody>\n<tr valign=\"TOP\">\n<td width=\"350\">\n<p style=\"margin-bottom: 0cm;\"><span style=\"font-family: Arial,serif;\"><span style=\"font-size: medium;\"><b>WANKELSTRASSE 14+16, K\u00d6LN<\/b><\/span><\/span><\/p>\n<p style=\"line-height: 100%;\"><span style=\"font-family: Arial,serif;\"><span style=\"font-size: small;\">Neubau einer Produktions- und Lagerhalle <\/span><\/span><\/p>\n<p style=\"line-height: 100%;\"><span style=\"font-family: Arial,serif;\"><span style=\"font-size: small;\"><b>BAUJAHR:<\/b><\/span><\/span><\/p>\n<p style=\"line-height: 100%;\"><span style=\"font-family: Arial,serif;\"><span style=\"font-size: small;\">2008<\/span><\/span><\/p>\n<p style=\"line-height: 100%;\"><span style=\"font-family: Arial,serif;\"><span style=\"font-size: small;\"><b>LEISTUNG:<\/b><\/span><\/span><\/p>\n<p style=\"line-height: 100%;\"><span style=\"font-family: Arial,serif;\"><span style=\"font-size: small;\">Statik, Ausf\u00fchrungsplanung<\/span><\/span><\/p>\n<p style=\"line-height: 100%;\"><span style=\"font-family: Arial,serif;\"><span style=\"font-size: small;\"><b>DATEN:<\/b><\/span><\/span><\/p>\n<p style=\"line-height: 100%;\"><span style=\"font-family: Arial,serif;\"><span style=\"font-size: small;\">Bauvolumen: 21.800 m\u00b3<\/span><\/span><\/p>\n<p style=\"line-height: 100%;\"><span style=\"font-family: Arial,serif;\"><span style=\"font-size: small;\"><b>BAUHERR:<\/b><\/span><\/span><\/p>\n<p style=\"line-height: 100%;\"><span style=\"font-family: Arial,serif;\"><span style=\"font-size: small;\">Reisswolf Akten- und Datenvernichtung GmbH<\/span><\/span><\/p>\n<p style=\"line-height: 100%;\"><a name=\"_GoBack\"><\/a><\/p>\n<p><span style=\"font-family: Arial,serif;\"><span style=\"font-size: small;\"><b>ARCHITEKT:<\/b><\/span><\/span><\/p>\n<p style=\"line-height: 100%;\"><span style=\"font-family: Arial,serif;\"><span style=\"font-size: small;\">Dipl. Ing. BDA Michael Urmetzer + Thomas Schiefer, K\u00f6ln<\/span><\/span><\/p>\n<p><span style=\"font-family: Arial,serif;\"><span style=\"font-size: small;\"><b>BESONDERHEITEN:<\/b><\/span><\/span><\/p>\n<p>Zun\u00e4chst erfolgte die Planung und Statische Berechnung einer 2-geschossigen Stahlhalle inkl. aller Ausf\u00fchrungspl\u00e4ne des Stahlbaus und Massivbaus.<br \/>\nIm Zuge von Anforderungsreduktionen erfolgte anschlie\u00dfend die Umplanung auf eine eingeschossige Halle in Stahlbetonfertigteilbauweise. Die Statik und Fertigteilplanung hierzu erfolgte durch das ausf\u00fchrende Fertigteilwerk. Die Planung der massiven Ortbetonbereiche, Ortbetonfundamente und der fugenlosen Bodenplatte mit etlichen Grubeneinbauten erfolgte durch unser Tragwerksteam<\/p>\n<p style=\"line-height: 100%;\"><span style=\"font-family: Arial,serif;\"><span style=\"font-size: small;\"><br \/>\n<\/span><\/span><\/p>\n<\/td>\n<td width=\"200\"><\/td>\n<td width=\"600\"><span style=\"color: #000000;\">PDF\u00a0 <a href=\"http:\/\/www.teamkl.de\/wp-content\/uploads\/2014\/04\/1574-01.pdf\" target=\"_blank\"><span style=\"color: #000000;\">1574-01<\/span><\/a>\u00a0\u00a0 <a href=\"http:\/\/www.teamkl.de\/wp-content\/uploads\/2014\/04\/1574-02.pdf\" target=\"_blank\"><span style=\"color: #000000;\">1574-02<\/span><\/a><\/span><\/p>\n<p style=\"margin-bottom: 0cm;\"><span style=\"font-family: Arial,sans-serif;\"><style id=\"bwg-style-0\">      #bwg_container1_0 #bwg_container2_0 .image_browser_images_conteiner_0 * {        -moz-box-sizing: border-box;        box-sizing: border-box;      }      #bwg_container1_0 #bwg_container2_0 .image_browser_images_conteiner_0{\t\tbackground-color: rgba(245, 245, 245, 0.90);\t\ttext-align: center;\t\twidth: 100%;\t\tborder-style: none;\t\tborder-width: 2px;\t\tborder-color: #F7F7F7;\t\tpadding: 4px;\t\tborder-radius: 0;\t\tposition:relative; 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Ing. BDA Michael Urmetzer + Thomas Schiefer, K\u00f6ln BESONDERHEITEN: Zun\u00e4chst erfolgte die Planung und Statische Berechnung einer 2-geschossigen Stahlhalle inkl. aller Ausf\u00fchrungspl\u00e4ne des Stahlbaus und Massivbaus. 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