{"id":1943,"date":"2025-11-13T12:55:07","date_gmt":"2025-11-13T11:55:07","guid":{"rendered":"https:\/\/www.invator.se\/projekt\/precise-location-of-rebar-in-the-forsmark-nuclear-power-plant\/"},"modified":"2026-04-10T11:33:55","modified_gmt":"2026-04-10T09:33:55","slug":"precise-location-of-rebar-in-the-forsmark-nuclear-power-plant","status":"publish","type":"projekt","link":"https:\/\/www.invator.se\/en\/projekt\/precise-location-of-rebar-in-the-forsmark-nuclear-power-plant\/","title":{"rendered":"Precise location of rebar in the Forsmark nuclear power plant"},"content":{"rendered":"\n<p><strong>Problem<\/strong><br\/>In the planned construction of the Forsmark plant, the brackets for piping were to be fixed through expander bolts in the existing concrete. In order to avoid damage to the reinforcement, a method had to be developed for the precise location of the reinforcement bars, even through the sheet metal covering the concrete surface. Particularly demanding was the tolerance requirement of 70 \u00d7 70 mm for the location of the drill holes.  <\/p>\n\n<p><strong>Results<\/strong><br\/>The investigation showed that it was possible to localize both reinforcement layers with the combination of ground penetrating radar (GPR) and ultrasound tomography (UPE), both without plate and through plate, provided that there was good adhesion between plate and concrete. However, in the case of boom sections, the ultrasound signal was lost. A total of 14 holes were drilled for the attachment of expander bolts, and no reinforcement was found. This verifies the reliability of the method.   <\/p>\n\n<figure class=\"gb-block-image gb-block-image-9ba9a3ac\"><img loading=\"lazy\" decoding=\"async\" width=\"2000\" height=\"1280\" class=\"gb-image gb-image-9ba9a3ac\" src=\"https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Forsmark-georadar_Invator.jpg\" alt=\"\" title=\"Forsmark georadar_Invator\" srcset=\"https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Forsmark-georadar_Invator.jpg 2000w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Forsmark-georadar_Invator-300x192.jpg 300w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Forsmark-georadar_Invator-1024x655.jpg 1024w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Forsmark-georadar_Invator-768x492.jpg 768w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Forsmark-georadar_Invator-1536x983.jpg 1536w\" sizes=\"auto, (max-width: 2000px) 100vw, 2000px\" \/><\/figure>\n\n<p><\/p>\n\n<p><strong>Solution<\/strong><br\/>The methodology included:<\/p>\n\n<ul class=\"wp-block-list\">\n<li>Visual inspection and beam tapping to identify any air pockets between sheet metal and concrete.<\/li>\n\n\n\n<li>Georadar (GPR) for locating rebar in test blocks without plates.<\/li>\n\n\n\n<li>Ultrasound tomography (UPE) to locate reinforcement through sheet metal, where both layers could be imaged when the sheet metal had good adhesion.<\/li>\n\n\n\n<li>Drill point marking based on the combination of GPR and ultrasound.<\/li>\n\n\n\n<li>Verification by drilling 14 holes, which confirmed the accuracy.<\/li>\n<\/ul>\n\n<p>The combined methodology proved to be well suited for live application at Forsmark.<\/p>\n\n<figure class=\"gb-block-image gb-block-image-7849e1fc\"><img loading=\"lazy\" decoding=\"async\" width=\"2000\" height=\"1280\" class=\"gb-image gb-image-7849e1fc\" src=\"https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Forsmark-ultraljudstomografi.jpg\" alt=\"\" title=\"Forsmark ultrasound tomography\" srcset=\"https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Forsmark-ultraljudstomografi.jpg 2000w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Forsmark-ultraljudstomografi-300x192.jpg 300w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Forsmark-ultraljudstomografi-1024x655.jpg 1024w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Forsmark-ultraljudstomografi-768x492.jpg 768w, https:\/\/www.invator.se\/wp-content\/uploads\/2025\/11\/Forsmark-ultraljudstomografi-1536x983.jpg 1536w\" sizes=\"auto, (max-width: 2000px) 100vw, 2000px\" \/><\/figure>\n\n<p><\/p>\n\n<p><strong>Equipment<\/strong><\/p>\n\n<ul class=\"wp-block-list\">\n<li>Georadar (GPR)<\/li>\n\n\n\n<li>Ultrasound tomography (UPE)<\/li>\n\n\n\n<li>Visual inspection equipment (boom tapping, marking)<\/li>\n<\/ul>\n\n<p><strong>Standards<\/strong> <\/p>\n\n<ul class=\"wp-block-list\">\n<li>EN 1990: Eurocode &#8211; Basic rules<\/li>\n\n\n\n<li>EN 1992-1-1: Eurocode 2 &#8211; Concrete structures<\/li>\n\n\n\n<li>ISO 16311-1\/2 &#8211; Condition assessment of concrete structures<\/li>\n\n\n\n<li>Non-destructive testing practices (GPR, ultrasound)<\/li>\n<\/ul>\n\n<p><\/p>\n","protected":false},"excerpt":{"rendered":"<p>At the Forsmark plant, Invator developed a method to precisely locate reinforcement before drilling expander bolts into existing concrete &#8211; even through the cover plate. The combination of geo-radar and ultrasound provided high precision and enabled drilling within tight tolerances without hitting any reinforcement. <\/p>\n","protected":false},"featured_media":1798,"template":"","meta":{"_acf_changed":false},"bransch":[21,23],"class_list":["post-1943","projekt","type-projekt","status-publish","has-post-thumbnail","hentry","bransch-house","bransch-industry"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.invator.se\/en\/wp-json\/wp\/v2\/projekt\/1943","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.invator.se\/en\/wp-json\/wp\/v2\/projekt"}],"about":[{"href":"https:\/\/www.invator.se\/en\/wp-json\/wp\/v2\/types\/projekt"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.invator.se\/en\/wp-json\/wp\/v2\/media\/1798"}],"wp:attachment":[{"href":"https:\/\/www.invator.se\/en\/wp-json\/wp\/v2\/media?parent=1943"}],"wp:term":[{"taxonomy":"bransch","embeddable":true,"href":"https:\/\/www.invator.se\/en\/wp-json\/wp\/v2\/bransch?post=1943"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}