{"id":49491,"date":"2024-07-29T07:52:22","date_gmt":"2024-07-29T07:52:22","guid":{"rendered":"https:\/\/ft-eg.com\/?page_id=49491"},"modified":"2024-12-15T09:30:54","modified_gmt":"2024-12-15T09:30:54","slug":"replace-deformed-bridge-bearings-heavy-lifting","status":"publish","type":"page","link":"https:\/\/ft-eg.com\/formwork\/scaffolding\/en\/solutions\/replace-deformed-bridge-bearings-heavy-lifting\/","title":{"rendered":"Replace Deformed Bridge Bearings &#8211; Heavy Lifting"},"content":{"rendered":"\n\n\n<p><a href=\"https:\/\/ft-eg.com\/facade-scaffolding-for-painting-works\/projects\" style=\"font-size: medium; color: rgb(255, 255, 255);\">Back To Projects &gt;&gt;<\/a><\/p>\n<h2>Replace Deformed Bridge Bearings\n&#8211; Heavy Lifting<\/h2>\n<p><span style=\"font-size: large; font-family: Arial; color: rgb(255, 255, 255);\">Location:\nKafr El Sheikh Governorate, Egypt<\/span>\n<\/p>\n\n\n\n\n<h2>2024<\/h2>\n<h2>Year of completion<\/h2>\n\n\n<h2>Replace deformed bridge bearings by lifting the concrete bridge.<\/h2>\n\n\n\n\n<h2>Bridge Weight at each axis: <\/h2>\n<h2>1800 Tons<\/h2>\n\n\n<h2>Number of bearings at each axis:<\/h2>\n<h2>8 Bearings<\/h2>\n\n\n\n\n\n\n\n<h2>Project Owner<\/h2>\n<h2>Contracting Company, Egypt<\/h2>\n\n\n\n\n<h2>Added Value to the Customer:<\/h2>\n<p style=\"font-size: large; font-family: Montserrat; color: rgb(0, 0, 0);\"><span style=\"font-family: Symbol; font-size: 18.6667px; text-indent: -24px;\">\u00b7&nbsp;<\/span>Follow all safety standards and requirements during the stages of the\nwork.<\/p>\n<p style=\"font-size: large; font-family: Montserrat; color: rgb(0, 0, 0);\"><span style=\"font-family: Symbol; font-size: 18.6667px; text-indent: -24px;\">\u00b7&nbsp;<\/span>Providing full detailed load calculations and determining lifting\npoints.<\/p>\n<p style=\"font-size: large; font-family: Montserrat; color: rgb(0, 0, 0);\"><span style=\"font-family: Symbol; font-size: 18.6667px; text-indent: -24px;\">\u00b7&nbsp;<\/span>Preparing a detailed work methodology that represents the work\nsteps according to the bridge drawings and loads.<\/p>\n\n\n\n\n<h2>Engineering Concept:<\/h2>\n<p style=\"font-size: large; font-family: Montserrat; color: rgb(0, 0, 0);\">Lifting the concrete bridge using a heavy-duty\nhydraulic jacking system to be able to replace the deformed bridge bearings\nwith new bearings .<\/p>\n\n\n\n\n<h2>Fast Track Solution:<\/h2>\n<p style=\"font-size: large; font-family: Montserrat; color: rgb(0, 0, 0);\"><span style=\"font-family: Symbol; font-size: 18.6667px; text-indent: -24px;\">\u00b7&nbsp;<\/span>We provided a complete study of the bridge loads and determined\nthe lifting points.<\/p>\n<p style=\"font-size: large; font-family: Montserrat; color: rgb(0, 0, 0);\"><span style=\"font-family: Symbol; font-size: 18.6667px; text-indent: -24px;\">\u00b7&nbsp;<\/span>There were deformed bearings along the two axes of the bridge,\neach axis having 8 bearings that needed to be replaced.<\/p>\n<p style=\"font-size: large; font-family: Montserrat; color: rgb(0, 0, 0);\"><span style=\"font-family: Symbol; font-size: 18.6667px; text-indent: -24px;\">\u00b7&nbsp;<\/span>We began the process of lifting the axes (one axis after another)\nby placing each lifting jack at its own lifting point, and the lifting was\ncarried out until we reached the required height that allowed the bearing to be\nremoved safely. After that, a trained team removed the old bearing and replaced\nit with the new one.<\/p>\n\n\n\n\n<h2>Systems in use:<\/h2>\n<p style=\"font-size: large; font-family: Montserrat; color: rgb(0, 0, 0);\"><span style=\"font-family: Symbol; font-size: 18.6667px; text-indent: -24px;\">\u00b7&nbsp;<\/span>Hydraulic Lifting Jacks.<\/p>\n\n\n\n\n{&#8220;slider&#8221;:&#8221;27&#8243;,&#8221;temp-title&#8221;:&#8221;Replace Deformed Bridge Bearings &#8211; Heavy Lifting #27&#8243;,&#8221;title&#8221;:&#8221;&#8221;}\n\n\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"pagelayer_contact_templates":[],"_pagelayer_content":"","footnotes":""},"class_list":["post-49491","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/ft-eg.com\/formwork\/scaffolding\/en\/solutions\/wp-json\/wp\/v2\/pages\/49491","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/ft-eg.com\/formwork\/scaffolding\/en\/solutions\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/ft-eg.com\/formwork\/scaffolding\/en\/solutions\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/ft-eg.com\/formwork\/scaffolding\/en\/solutions\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/ft-eg.com\/formwork\/scaffolding\/en\/solutions\/wp-json\/wp\/v2\/comments?post=49491"}],"version-history":[{"count":8,"href":"https:\/\/ft-eg.com\/formwork\/scaffolding\/en\/solutions\/wp-json\/wp\/v2\/pages\/49491\/revisions"}],"predecessor-version":[{"id":49928,"href":"https:\/\/ft-eg.com\/formwork\/scaffolding\/en\/solutions\/wp-json\/wp\/v2\/pages\/49491\/revisions\/49928"}],"wp:attachment":[{"href":"https:\/\/ft-eg.com\/formwork\/scaffolding\/en\/solutions\/wp-json\/wp\/v2\/media?parent=49491"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}