{"id":2965,"date":"2013-04-05T08:05:55","date_gmt":"2013-04-05T08:05:55","guid":{"rendered":"http:\/\/teoriadeconstruccion.net\/blog\/?p=2965"},"modified":"2013-04-04T22:13:37","modified_gmt":"2013-04-04T22:13:37","slug":"refuerzo-de-pilares-en-zona-sismica","status":"publish","type":"post","link":"https:\/\/teoriadeconstruccion.net\/blog\/refuerzo-de-pilares-en-zona-sismica\/","title":{"rendered":"Refuerzo de pilares en zona s\u00edsmica"},"content":{"rendered":"<p>P. P. Golpe nos ha sugerido este art\u00edculo, que sale como noticia en lainformacion.com. Comentamos la soluci\u00f3n que ha dado el japon\u00e9s Dr. Igarashi ha inventado para, en un principio reducir el peligro de desmenuzamiento de los pilares en caso de acci\u00f3n s\u00edsmica.<\/p>\n<p>Su soluci\u00f3n consiste en \u00abencorsetar\u00bb los pilares con cinta de fibra de poliester con propiedades el\u00e1sticas y con un adhesivo con base resinosa epoxy.<\/p>\n<p><img data-recalc-dims=\"1\" decoding=\"async\" class=\"alignnone size-full wp-image-2969\" alt=\"pilar terremoto\" src=\"https:\/\/i0.wp.com\/teoriadeconstruccion.net\/blog\/wp-content\/uploads\/2013\/04\/pilar-terremoto.png?resize=445%2C526\" width=\"445\" height=\"526\" srcset=\"https:\/\/i0.wp.com\/teoriadeconstruccion.net\/blog\/wp-content\/uploads\/2013\/04\/pilar-terremoto.png?w=445&amp;ssl=1 445w, https:\/\/i0.wp.com\/teoriadeconstruccion.net\/blog\/wp-content\/uploads\/2013\/04\/pilar-terremoto.png?resize=253%2C300&amp;ssl=1 253w\" sizes=\"(max-width: 445px) 100vw, 445px\" \/><\/p>\n<p>Generalmente los pilares y otros elementos verticales antes terremotos presentan las siguientes patolog\u00edas:<\/p>\n<ul>\n<li><span style=\"line-height: 13px;\">deslizamiento o punzonamiento de los pilares en los capiteles de las estructuras reticulares provocadas por tensi\u00f3n diagonal.<\/span><\/li>\n<li>agritamiento inclinado de los pilares, provocado pon la tensi\u00f3n diagonal. Las grietas pueden orientarse en una o dos direcciones, formando una cruz por efecto de la inversi\u00f3n de esfuerzos.<\/li>\n<li>agrietamiento inclinado en una sola direcci\u00f3n, en estructuras que sufren de asentamientos diferenciales durante el sismo.<\/li>\n<li>desprendimiento o desmoronamiento del hormig\u00f3n en los pilares, asi como el pandeo del acero de armado.<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<p>De cara a una buena previsi\u00f3n de las acciones s\u00edsmicas, la mejor prevenci\u00f3n es un buen dise\u00f1o, que cumpla con las cuant\u00edas de armado. El caso que se presenta, ya investigado, es el envoltorio de los pilares con el fin de mantener y reforzar la estructura de pilares durante y despu\u00e9s del movimiento s\u00edsmico.<\/p>\n<p><img data-recalc-dims=\"1\" decoding=\"async\" class=\"size-full wp-image-2967 aligncenter\" alt=\"comprobaci\u00f3n\" src=\"https:\/\/i0.wp.com\/teoriadeconstruccion.net\/blog\/wp-content\/uploads\/2013\/04\/comprobaci%C3%B3n.jpg?resize=369%2C254\" width=\"369\" height=\"254\" srcset=\"https:\/\/i0.wp.com\/teoriadeconstruccion.net\/blog\/wp-content\/uploads\/2013\/04\/comprobaci%C3%B3n.jpg?w=369&amp;ssl=1 369w, https:\/\/i0.wp.com\/teoriadeconstruccion.net\/blog\/wp-content\/uploads\/2013\/04\/comprobaci%C3%B3n.jpg?resize=300%2C206&amp;ssl=1 300w\" sizes=\"(max-width: 369px) 100vw, 369px\" \/><\/p>\n<p><a href=\"https:\/\/i0.wp.com\/teoriadeconstruccion.net\/blog\/wp-content\/uploads\/2013\/04\/pilar-reforzado-terremoto-.png\"><img data-recalc-dims=\"1\" decoding=\"async\" class=\"alignnone size-full wp-image-2970\" alt=\"pilar reforzado terremoto\" src=\"https:\/\/i0.wp.com\/teoriadeconstruccion.net\/blog\/wp-content\/uploads\/2013\/04\/pilar-reforzado-terremoto-.png?resize=445%2C260\" width=\"445\" height=\"260\" srcset=\"https:\/\/i0.wp.com\/teoriadeconstruccion.net\/blog\/wp-content\/uploads\/2013\/04\/pilar-reforzado-terremoto-.png?w=445&amp;ssl=1 445w, https:\/\/i0.wp.com\/teoriadeconstruccion.net\/blog\/wp-content\/uploads\/2013\/04\/pilar-reforzado-terremoto-.png?resize=300%2C175&amp;ssl=1 300w\" sizes=\"(max-width: 445px) 100vw, 445px\" \/><\/a><\/p>\n<p>&nbsp;<\/p>\n<p>Los vendajes SRF\u00a0<strong>pueden resistir 16 toneladas de fuerza por 4 mm de capa<\/strong>, pero con la elasticidad suficiente como para absorber la energ\u00eda y evitar el agrietamiento peligroso del pilar.<\/p>\n<p>En la noticia se enuncia que el sistema funciona tambi\u00e9n en estructuras de madera, claramente desconociendo que las estructuras de madera tienen otro comportamiento estructural y que debido a su secci\u00f3n maciza no tienen este tipo de patolog\u00eda, ni se producen los mismos esfuerzos en los apoyos, que en hormig\u00f3n tienen una rigidez mucho mayor.<\/p>\n<ul>\n<li><a href=\"http:\/\/www.sqa.co.jp\/english\/index.html\" target=\"_blank\">Noticia<\/a>\u00a0en lainformaci\u00f3n.com<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>P. P. Golpe nos ha sugerido este art\u00edculo, que sale como noticia en lainformacion.com. Comentamos la soluci\u00f3n que ha dado el japon\u00e9s Dr. Igarashi ha inventado para, en un principio reducir el peligro de desmenuzamiento de los pilares en caso de acci\u00f3n s\u00edsmica. Su soluci\u00f3n consiste en \u00abencorsetar\u00bb los pilares con cinta de fibra de&hellip;&nbsp;<a href=\"https:\/\/teoriadeconstruccion.net\/blog\/refuerzo-de-pilares-en-zona-sismica\/\" rel=\"bookmark\">Leer m\u00e1s &raquo;<span class=\"screen-reader-text\">Refuerzo de pilares en zona s\u00edsmica<\/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_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},"jetpack_post_was_ever_published":false},"categories":[63,80,152],"tags":[515,514],"class_list":["post-2965","post","type-post","status-publish","format-standard","hentry","category-estructuras","category-hormigon","category-sismo","tag-pilares","tag-refuerzo"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.6 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Refuerzo de pilares en zona s\u00edsmica - 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\/refuerzo-de-pilares-en-zona-sismica\/\" \/>\n<meta property=\"og:locale\" content=\"es_ES\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Refuerzo de pilares en zona s\u00edsmica - Teor\u00eda de construcci\u00f3n\" \/>\n<meta property=\"og:description\" content=\"P. P. Golpe nos ha sugerido este art\u00edculo, que sale como noticia en lainformacion.com. Comentamos la soluci\u00f3n que ha dado el japon\u00e9s Dr. Igarashi ha inventado para, en un principio reducir el peligro de desmenuzamiento de los pilares en caso de acci\u00f3n s\u00edsmica. Su soluci\u00f3n consiste en \u00abencorsetar\u00bb los pilares con cinta de fibra de&hellip;&nbsp;Leer m\u00e1s &raquo;Refuerzo de pilares en zona s\u00edsmica\" \/>\n<meta property=\"og:url\" content=\"https:\/\/teoriadeconstruccion.net\/blog\/refuerzo-de-pilares-en-zona-sismica\/\" \/>\n<meta property=\"og:site_name\" content=\"Teor\u00eda de construcci\u00f3n\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/teoriadeconstru\" \/>\n<meta property=\"article:published_time\" content=\"2013-04-05T08:05:55+00:00\" \/>\n<meta property=\"og:image\" content=\"http:\/\/teoriadeconstruccion.net\/blog\/wp-content\/uploads\/2013\/04\/pilar-terremoto.png\" \/>\n<meta name=\"author\" content=\"luissantalla\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:creator\" content=\"@teoriadeconstru\" \/>\n<meta name=\"twitter:site\" content=\"@teoriadeconstru\" \/>\n<meta name=\"twitter:label1\" content=\"Escrito por\" \/>\n\t<meta name=\"twitter:data1\" content=\"luissantalla\" \/>\n\t<meta name=\"twitter:label2\" content=\"Tiempo de lectura\" \/>\n\t<meta name=\"twitter:data2\" content=\"2 minutos\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/refuerzo-de-pilares-en-zona-sismica\\\/#article\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/refuerzo-de-pilares-en-zona-sismica\\\/\"},\"author\":{\"name\":\"luissantalla\",\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/#\\\/schema\\\/person\\\/97bc651383e78ac257b38d0846ac73ca\"},\"headline\":\"Refuerzo de pilares en zona s\u00edsmica\",\"datePublished\":\"2013-04-05T08:05:55+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/refuerzo-de-pilares-en-zona-sismica\\\/\"},\"wordCount\":338,\"commentCount\":0,\"publisher\":{\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/#organization\"},\"image\":{\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/refuerzo-de-pilares-en-zona-sismica\\\/#primaryimage\"},\"thumbnailUrl\":\"http:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/wp-content\\\/uploads\\\/2013\\\/04\\\/pilar-terremoto.png\",\"keywords\":[\"pilares\",\"refuerzo\"],\"articleSection\":[\"estructuras\",\"hormig\u00f3n\",\"sismo\"],\"inLanguage\":\"es\",\"potentialAction\":[{\"@type\":\"CommentAction\",\"name\":\"Comment\",\"target\":[\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/refuerzo-de-pilares-en-zona-sismica\\\/#respond\"]}]},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/refuerzo-de-pilares-en-zona-sismica\\\/\",\"url\":\"https:\\\/\\\/teoriadeconstruccion.net\\\/blog\\\/refuerzo-de-pilares-en-zona-sismica\\\/\",\"name\":\"Refuerzo de pilares en zona s\u00edsmica - 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Comentamos la soluci\u00f3n que ha dado el japon\u00e9s Dr. Igarashi ha inventado para, en un principio reducir el peligro de desmenuzamiento de los pilares en caso de acci\u00f3n s\u00edsmica. 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