{"id":497,"date":"2019-02-07T21:52:47","date_gmt":"2019-02-07T21:52:47","guid":{"rendered":"http:\/\/dara-estructural.com\/?p=497"},"modified":"2019-02-08T16:46:00","modified_gmt":"2019-02-08T16:46:00","slug":"proyecto-estructural-de-entreplanta","status":"publish","type":"post","link":"https:\/\/dara-estructural.com\/?p=497","title":{"rendered":"Proyecto estructural de entreplanta"},"content":{"rendered":"<p>El encargo ha consistido en el proyecto de una soluci\u00f3n estructural para la ejecuci\u00f3n de una entreplanta en un edificio existente. La forma irregular del per\u00edmetro, la conexi\u00f3n con la estructura existente, la dificultad de formalizaci\u00f3n del encofrado y la necesidad de refuerzos en ciertas zonas, nos llev\u00f3 a la soluci\u00f3n de un forjado de losa maciza de hormig\u00f3n ligero del mismo canto que las vigas perimetrales, y con refuerzos de perfiles de acero embebidos en el propia canto de la losa.<br \/>\nAgradecemos al compa\u00f1ero arquitecto su confianza en nuestro trabajo.<\/p>\n<p><a href=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/DSCN8231.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-large wp-image-498\" src=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/DSCN8231-1024x768.jpg\" alt=\"\" width=\"1024\" height=\"768\" srcset=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/DSCN8231-1024x768.jpg 1024w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/DSCN8231-300x225.jpg 300w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/DSCN8231-768x576.jpg 768w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/DSCN8231-380x285.jpg 380w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/DSCN8231-285x214.jpg 285w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><br \/>\n<a href=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/LLOSA.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-large wp-image-505\" src=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/LLOSA-1024x570.jpg\" alt=\"\" width=\"1024\" height=\"570\" srcset=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/LLOSA-1024x570.jpg 1024w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/LLOSA-300x167.jpg 300w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/LLOSA-768x428.jpg 768w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/LLOSA.jpg 1363w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><a href=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/IMG_1427.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-large wp-image-499 aligncenter\" src=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/IMG_1427-1024x768.jpg\" alt=\"\" width=\"1024\" height=\"768\" srcset=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/IMG_1427-1024x768.jpg 1024w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/IMG_1427-300x225.jpg 300w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/IMG_1427-768x576.jpg 768w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/IMG_1427-380x285.jpg 380w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2019\/02\/IMG_1427-285x214.jpg 285w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>El encargo ha consistido en el proyecto de una soluci\u00f3n estructural para la ejecuci\u00f3n de una entreplanta en un edificio existente. La forma irregular del per\u00edmetro, la conexi\u00f3n con la estructura existente, la dificultad de formalizaci\u00f3n del encofrado y la necesidad de refuerzos en ciertas zonas, nos llev\u00f3 a la soluci\u00f3n de un forjado de<\/p>\n<p class=\"more-link\"><a href=\"https:\/\/dara-estructural.com\/?p=497\" class=\"themebutton\">Read More<\/a><\/p>\n","protected":false},"author":1,"featured_media":498,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_mi_skip_tracking":false,"_exactmetrics_sitenote_active":false,"_exactmetrics_sitenote_note":"","_exactmetrics_sitenote_category":0,"footnotes":""},"categories":[9,18],"tags":[],"class_list":["post-497","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-modificacion-estructural","category-proyecto-estructural"],"_links":{"self":[{"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/posts\/497","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=497"}],"version-history":[{"count":4,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/posts\/497\/revisions"}],"predecessor-version":[{"id":508,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/posts\/497\/revisions\/508"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/media\/498"}],"wp:attachment":[{"href":"https:\/\/dara-estructural.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=497"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=497"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=497"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}