{"id":2961,"date":"2013-04-04T13:21:07","date_gmt":"2013-04-04T13:21:07","guid":{"rendered":"http:\/\/teoriadeconstruccion.net\/blog\/?p=2961"},"modified":"2013-04-04T13:21:07","modified_gmt":"2013-04-04T13:21:07","slug":"eleccion-de-morteros-de-revestimiento","status":"publish","type":"post","link":"https:\/\/teoriadeconstruccion.net\/blog\/eleccion-de-morteros-de-revestimiento\/","title":{"rendered":"Elecci\u00f3n de morteros de revestimiento"},"content":{"rendered":"<p>En este art\u00edculo definimos una serie de revestimientos en fuci\u00f3n de las designaciones que deben seguir seg\u00fan la normativa y en funci\u00f3n \u00a0de su resistencia media a la filtraci\u00f3n de agua (R1 resitencia media, R3 resistencia muy alta) y acompa\u00f1amos de unas leyendas que interpretan parte por parte la definici\u00f3n completa del mortero.<\/p>\n<p>Teniendo en cuenta el CTE-DB-HS1 en su art\u00edculo 2.3.2.2, los morteros que cumplen con las <b>caracter\u00edsticas R1<\/b> &#8211; revestimiento exterior con resistencia media a la filtraci\u00f3n &#8211; son:<\/p>\n<p>&#8211;\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Revestimiento continuo, con espesor comprendido entre 10 y 15 mm, realizado con mortero\u00a0 ( <span style=\"text-decoration: underline;\">OC\u00a0 CS III\u00a0 W1<\/span>\u00a0\u00a0 \u00f3\u00a0\u00a0\u00a0 <span style=\"text-decoration: underline;\">OC\u00a0 CS IV\u00a0 W1 )<\/span>&#8211;\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Revestimiento continuo con espesor comprendido entre 10 y 15 mm acabado con capa pl\u00e1stica delgada ( <span style=\"text-decoration: underline;\">CS III\u00a0 W1<\/span>\u00a0\u00a0 \u00f3\u00a0\u00a0\u00a0 <span style=\"text-decoration: underline;\">CS IV\u00a0 W1 )<\/span><\/p>\n<p>&#8211;\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Revestimiento discontinuo r\u00edgido, de\u00a0 piezas menores a 300 mm de lado, pegadas con adhesivo cementoso <span style=\"text-decoration: underline;\">C2 (F) (T) (E) (S)<\/span> y con disposici\u00f3n, en la cara exterior de la cara principal, de un revoco de mortero <span style=\"text-decoration: underline;\">CS III\u00a0 W1<\/span>\u00a0\u00a0\u00a0 \u00f3\u00a0\u00a0\u00a0 <span style=\"text-decoration: underline;\">CS IV\u00a0 W1<\/span>.<\/p>\n<p>Leyenda:<\/p>\n<ul>\n<li><i>OC mortero monocapa.<\/i><\/li>\n<li><i>CS III (resistencia a compresi\u00f3n m\u00ednima de 3,5 a 7,5\u00a0\u00a0 Mpa)\u00a0\u00a0 y\u00a0\u00a0 CS\u00a0 IV\u00a0 (resistencia\u00a0 a\u00a0 compresi\u00f3n m\u00ednima \u2265 a 6 Mpa).\u00a0\u00a0\u00a0 <\/i><\/li>\n<li><i>Supone, en ambos casos, poder adaptarse a los movimientos del soporte y tener muy buen comportamiento ante la fisuraci\u00f3n debida a esfuerzos mec\u00e1nicos, t\u00e9rmicos y qu\u00edmicos por retracci\u00f3n. <\/i><\/li>\n<li><i>W1 (absorci\u00f3n de agua \u2264 0,40 Kg\/m<sup>2<\/sup> \u00b7 min<sup>0,5<\/sup>.) lo que no supone estanqueidad al agua l\u00edquida suficiente para que esta no entre en contacto con el cerramiento al que cubre.<\/i><\/li>\n<li><i>C2: adhesivo cementoso mejorado (adherencia inicial \u2265 1 Mpa; adherencia despu\u00e9s de ciclos hielo-deshielo \u2265 1 Mpa; adherencia despu\u00e9s de inmersi\u00f3n en agua \u2265 1 Mpa; adherencia despu\u00e9s de envejecimiento con calor \u2265 1 Mpa).<\/i><\/li>\n<li><i>F: adhesivo de fraguado r\u00e1pido (adherencia \u2265 0,5 Mpa despu\u00e9s de, al menos, 10 minutos).<\/i><\/li>\n<li><i>T: adhesivo de deslizamiento reducido \u2264 0,5 mm.<\/i><\/li>\n<li><i>E: adhesivo con tiempo abierto prolongado (adherencia \u2265 0,5 Mpa despu\u00e9s de 30 min.).<\/i><\/li>\n<li><i>S: deformaci\u00f3n transversal (S1 \u22652,5 mm y &lt; 5mm; S2 \u22655 mm).<\/i><\/li>\n<\/ul>\n<p>Teniendo en cuenta el CTE-DB-HS1 en su art\u00edculo 2.3.2.2, los morteros que cumplen con <b>las caracter\u00edsticas R3<\/b> &#8211; revestimiento exterior con resistencia muy alta a la filtraci\u00f3n &#8211; son:<\/p>\n<p>&#8211;\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Revestimiento continuo realizado con mortero \u00a0<span style=\"text-decoration: underline;\">(OC)\u00a0 CS III\u00a0\u00a0 W2<\/span>\u00a0\u00a0\u00a0\u00a0\u00a0 \u00f3\u00a0\u00a0\u00a0\u00a0 <span style=\"text-decoration: underline;\">(OC)\u00a0 CS IV\u00a0\u00a0 W2<\/span>)<\/p>\n<p><i>Leyenda:<\/i><\/p>\n<ul>\n<li><i>(OC) posibilidad de ser mortero monocapa.<\/i><\/li>\n<li><i>CS III (resistencia a compresi\u00f3n m\u00ednima 3,5 a 7,5 Mpa) y CS IV (resistencia a compresi\u00f3n m\u00ednima \u2265a 6 Mpa;) \u00a0\u00a0<\/i><\/li>\n<li><i><\/i><i>Supone, en ambos casos, poder adaptarse a los movimientos del soporte y tener muy buen comportamiento ante la fisuraci\u00f3n debida tanto a esfuerzos mec\u00e1nicos, t\u00e9rmicos y qu\u00edmicos por retracci\u00f3n.<\/i><\/li>\n<li><i><\/i><i>W2 (absorci\u00f3n de agua \u2264 0,20 Kg\/m<sup>2<\/sup> \u00b7 min<sup>0,5<\/sup>.) lo que supone estanqueidad al agua l\u00edquida suficiente para que esta no entre en contacto con el cerramiento al que cubre.<\/i><\/li>\n<li><i>T<\/i><i>eniendo en cuenta el CTE-DB-HS1 en su art\u00edculo 2.3.2.2, los morteros que cumplen con las caracter\u00edsticas N (revestimientos continuos intermedios situados en la cara interior de la hoja principal) son:<\/i><\/li>\n<li><i>N1 \u2013 revestimiento con resistencia media a la filtraci\u00f3n.\u00a0<\/i><\/li>\n<li>\n<ul style=\"display: inline !important;\">\n<li style=\"display: inline !important;\">\n<ul style=\"display: inline !important;\">\n<li style=\"display: inline !important;\"><em id=\"__mceDel\"><i>Se considera que proporcionan esta resistencia los revestimientos realizados con morteros <span style=\"text-decoration: underline;\">CS III\u00a0 W1<\/span>\u00a0\u00a0 \u00f3\u00a0\u00a0\u00a0 <span style=\"text-decoration: underline;\">CS IV\u00a0 W1<\/span> y con un espesor m\u00ednimo de 10 mm.\u00a0<\/i><\/em><\/li>\n<li style=\"display: inline !important;\"><\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<ul style=\"display: inline !important;\">\n<li style=\"display: inline !important;\">\n<ul style=\"display: inline !important;\">\n<li style=\"display: inline !important;\"><em id=\"__mceDel\"><i>N2 &#8211; revestimiento con resistencia alta a la filtraci\u00f3n.\u00a0<\/i><\/em><\/li>\n<li style=\"display: inline !important;\"><\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<ul style=\"display: inline !important;\">\n<li style=\"display: inline !important;\">\n<ul style=\"display: inline !important;\">\n<li style=\"display: inline !important;\"><em id=\"__mceDel\"><i>Se considera que proporcionan esta resistencia los revestimientos realizados con morteros <span style=\"text-decoration: underline;\">CS III\u00a0 W2<\/span>\u00a0\u00a0 \u00f3\u00a0\u00a0 <span style=\"text-decoration: underline;\">CS IV\u00a0 W2<\/span> y con un espesor m\u00ednimo de 15 mm.\u00a0<\/i><\/em><\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p><a href=\"http:\/\/teoriadeconstruccion.net\/blog\/?page_id=2955\">P\u00e1gina de morteros (ver morteros de revestimiento, de nivelaci\u00f3n y morteros-cola)<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>En este art\u00edculo definimos una serie de revestimientos en fuci\u00f3n de las designaciones que deben seguir seg\u00fan la normativa y en funci\u00f3n \u00a0de su resistencia media a la filtraci\u00f3n de agua (R1 resitencia media, R3 resistencia muy alta) y acompa\u00f1amos de unas leyendas que interpretan parte por parte la definici\u00f3n completa del mortero. Teniendo en&hellip;&nbsp;<a href=\"https:\/\/teoriadeconstruccion.net\/blog\/eleccion-de-morteros-de-revestimiento\/\" rel=\"bookmark\">Leer m\u00e1s &raquo;<span class=\"screen-reader-text\">Elecci\u00f3n de morteros de revestimiento<\/span><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"neve_meta_sidebar":"","neve_meta_container":"","neve_meta_enable_content_width":"","neve_meta_content_width":0,"neve_meta_title_alignment":"","neve_meta_author_avatar":"","neve_post_elements_order":"","neve_meta_disable_header":"","neve_meta_disable_footer":"","neve_meta_disable_title":"","jetpack_post_was_ever_published":false,"_jetpack_newsletter_access":"","_jetpack_dont_email_post_to_subs":false,"_jetpack_newsletter_tier_id":0,"_jetpack_memberships_contains_paywalled_content":false,"_jetpack_memberships_contains_paid_content":false,"footnotes":"","jetpack_publicize_message":"","jetpack_publicize_feature_enabled":true,"jetpack_social_post_already_shared":true,"jetpack_social_options":{"image_generator_settings":{"template":"highway","default_image_id":0,"font":"","enabled":false},"version":2}},"categories":[100],"tags":[],"class_list":["post-2961","post","type-post","status-publish","format-standard","hentry","category-mortero"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.4 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Elecci\u00f3n de morteros de revestimiento - Teor\u00eda de construcci\u00f3n<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/teoriadeconstruccion.net\/blog\/eleccion-de-morteros-de-revestimiento\/\" \/>\n<meta property=\"og:locale\" content=\"es_ES\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Elecci\u00f3n de morteros de revestimiento - Teor\u00eda de construcci\u00f3n\" \/>\n<meta property=\"og:description\" content=\"En este art\u00edculo definimos una serie de revestimientos en fuci\u00f3n de las designaciones que deben seguir seg\u00fan la normativa y en funci\u00f3n \u00a0de su resistencia media a la filtraci\u00f3n de agua (R1 resitencia media, R3 resistencia muy alta) y acompa\u00f1amos de unas leyendas que interpretan parte por parte la definici\u00f3n completa del mortero. 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