{"id":2300,"date":"2023-07-14T15:28:21","date_gmt":"2023-07-14T12:28:21","guid":{"rendered":"https:\/\/geoanalysis.com.cy\/en\/?page_id=2300"},"modified":"2023-07-20T09:05:22","modified_gmt":"2023-07-20T06:05:22","slug":"existing-structures-control","status":"publish","type":"page","link":"https:\/\/geoanalysis.com.cy\/en\/existing-structures-control\/","title":{"rendered":"Existing Structures Quality Control"},"content":{"rendered":"\n<figure class=\"wp-block-gallery has-nested-images columns-default is-cropped wp-block-gallery-1 is-layout-flex wp-block-gallery-is-layout-flex\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"280\" height=\"250\" data-id=\"1022\" src=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-4.jpg\" alt=\"\" class=\"wp-image-1022\" srcset=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-4.jpg 280w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-4-24x21.jpg 24w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-4-36x32.jpg 36w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-4-48x43.jpg 48w\" sizes=\"auto, (max-width: 280px) 100vw, 280px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"305\" height=\"250\" data-id=\"1013\" src=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-3.jpg\" alt=\"\" class=\"wp-image-1013\" srcset=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-3.jpg 305w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-3-300x246.jpg 300w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-3-24x20.jpg 24w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-3-36x30.jpg 36w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/unnamed-file-3-48x39.jpg 48w\" sizes=\"auto, (max-width: 305px) 100vw, 305px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"720\" height=\"960\" data-id=\"2061\" src=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/schmit_hammer.jpg\" alt=\"\" class=\"wp-image-2061\" srcset=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/schmit_hammer.jpg 720w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/schmit_hammer-225x300.jpg 225w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/schmit_hammer-18x24.jpg 18w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/schmit_hammer-27x36.jpg 27w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2023\/06\/schmit_hammer-36x48.jpg 36w\" sizes=\"auto, (max-width: 720px) 100vw, 720px\" \/><\/figure>\n\n\n\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"279\" data-id=\"1032\" src=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/NDT_Nondestructive_Testing-1024x279.jpg\" alt=\"\" class=\"wp-image-1032\" srcset=\"https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/NDT_Nondestructive_Testing-1024x279.jpg 1024w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/NDT_Nondestructive_Testing-300x82.jpg 300w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/NDT_Nondestructive_Testing-768x209.jpg 768w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/NDT_Nondestructive_Testing-24x7.jpg 24w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/NDT_Nondestructive_Testing-36x10.jpg 36w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/NDT_Nondestructive_Testing-48x13.jpg 48w, https:\/\/geoanalysis.com.cy\/en\/wp-content\/uploads\/sites\/2\/2020\/07\/NDT_Nondestructive_Testing.jpg 1100w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\n<\/figure>\n\n\n\n<div style=\"height:22px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n\n<blockquote class=\"wp-block-quote is-layout-flow wp-block-quote-is-layout-flow\">\n<p id=\"tw-target-text\">The structural control of existing buildings and structures for raising a new floor or static adequacy is nowadays necessary.<\/p>\n<\/blockquote>\n\n\n\n<p>V.S.K GEOANALYSIS LTD use Non destractive (NDT) &amp; Semi Destractive methods to examine the hardened concrete structure for their suitability for its intended use without interfering in any way with the integrity of the material or its suitability for service. <\/p>\n\n\n\n<p>Methods and Tests we use:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Visual inspection of concrete structure<\/li>\n\n\n\n<li>Schmidt NDT Test or Rebound Hammer Test<\/li>\n\n\n\n<li>Pull Out Test<\/li>\n\n\n\n<li>Carbonation Depth Measurement Test<\/li>\n\n\n\n<li>Position and condition of steel reinforcement (Ferroscan)<\/li>\n\n\n\n<li>Half-cell Electrical Potential Method for bars corrotion<\/li>\n\n\n\n<li>In-Situ Strength of hardened concrete in existing structures.<\/li>\n\n\n\n<li>Concrete cover over the reinforcement<\/li>\n\n\n\n<li>Cement content of hardened concrete<\/li>\n\n\n\n<li>Crack Measurement<\/li>\n\n\n\n<li>Chloride Content<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>The structural control of existing buildings and structures for raising a new floor or static adequacy is nowadays necessary. V.S.K GEOANALYSIS LTD use Non destractive (NDT) &amp; Semi Destractive methods to examine the hardened concrete structure for their suitability for<\/p>\n","protected":false},"author":1,"featured_media":1013,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-2300","page","type-page","status-publish","has-post-thumbnail","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v26.4 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Existing Structures Quality Control | V.S.K GEOANALYSIS LTD<\/title>\n<meta name=\"description\" content=\"The structural control of existing buildings and structures for raising a new floor or static adequacy is nowadays necessary. 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