{"id":321,"date":"2016-08-31T10:04:57","date_gmt":"2016-08-31T10:04:57","guid":{"rendered":"http:\/\/dara-estructural.com\/?p=321"},"modified":"2016-08-31T10:14:42","modified_gmt":"2016-08-31T10:14:42","slug":"la-estructura-de-la-estructura-los-encofrados","status":"publish","type":"post","link":"https:\/\/dara-estructural.com\/?p=321","title":{"rendered":"Los encofrados, la estructura de la estructura. (Moraira-Teulada)"},"content":{"rendered":"<p>En\u00a0las estructuras de hormig\u00f3n armado necesitamos disponer de una <strong>encofrado<\/strong> que a modo de molde conforme la geometria definitiva de la estructura hasta el momento que esta\u00a0haya alcanzado la resistencia suficiente por si misma. Pero hasta ese momento, es el encofrado el soporta a la estructura cuyo peso en determinadas circunstancias y geometr\u00edas\u00a0puede ser superior al que haya de soportar la estructura definitiva. Esto hace que se deba analizar el <strong>encofrado como una estructura m\u00e1s<\/strong>, y cuando no es as\u00ed pueden darse situaciones como la de la fotograf\u00eda. Se puede ver como la rotura de unos apoyos inadecuados del encofrado de la viga provoca un descenso, por suerte limitado, y obligando a un incremento del canto de la viga\/forjado en ese punto.<\/p>\n<p><a href=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3680.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-322 size-large aligncenter\" src=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3680-1024x768.jpg\" alt=\"DSCN3680\" width=\"1024\" height=\"768\" srcset=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3680-1024x768.jpg 1024w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3680-300x225.jpg 300w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3680-768x576.jpg 768w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3680-380x285.jpg 380w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3680-285x214.jpg 285w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><a href=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3681.jpg\"><br \/>\n<\/a><a href=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3681.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-323 size-large aligncenter\" src=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3681-1024x768.jpg\" alt=\"DSCN3681\" width=\"1024\" height=\"768\" srcset=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3681-1024x768.jpg 1024w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3681-300x225.jpg 300w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3681-768x576.jpg 768w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3681-380x285.jpg 380w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3681-285x214.jpg 285w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a> <a href=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3683.jpg\"><br \/>\n<\/a><a href=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3683.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-324 size-large\" src=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3683-1024x768.jpg\" alt=\"DSCN3683\" width=\"1024\" height=\"768\" srcset=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3683-1024x768.jpg 1024w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3683-300x225.jpg 300w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3683-768x576.jpg 768w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3683-380x285.jpg 380w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3683-285x214.jpg 285w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><br \/>\n<\/a> <a href=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3685.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-325 size-large\" src=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3685-1024x768.jpg\" alt=\"DSCN3685\" width=\"1024\" height=\"768\" srcset=\"https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3685-1024x768.jpg 1024w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3685-300x225.jpg 300w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3685-768x576.jpg 768w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3685-380x285.jpg 380w, https:\/\/dara-estructural.com\/wp-content\/uploads\/2016\/08\/DSCN3685-285x214.jpg 285w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/a><\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>En\u00a0las estructuras de hormig\u00f3n armado necesitamos disponer de una encofrado que a modo de molde conforme la geometria definitiva de la estructura hasta el momento que esta\u00a0haya alcanzado la resistencia suficiente por si misma. Pero hasta ese momento, es el encofrado el soporta a la estructura cuyo peso en determinadas circunstancias y geometr\u00edas\u00a0puede ser superior<\/p>\n<p class=\"more-link\"><a href=\"https:\/\/dara-estructural.com\/?p=321\" class=\"themebutton\">Read More<\/a><\/p>\n","protected":false},"author":1,"featured_media":325,"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":[12],"tags":[],"class_list":["post-321","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-lesiones-estructurales"],"_links":{"self":[{"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/posts\/321","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=321"}],"version-history":[{"count":8,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/posts\/321\/revisions"}],"predecessor-version":[{"id":334,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/posts\/321\/revisions\/334"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=\/wp\/v2\/media\/325"}],"wp:attachment":[{"href":"https:\/\/dara-estructural.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=321"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=321"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/dara-estructural.com\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=321"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}