{"id":636,"date":"2010-12-19T20:17:27","date_gmt":"2010-12-19T20:17:27","guid":{"rendered":"http:\/\/teoriadeconstruccion.wordpress.com\/?p=636"},"modified":"2010-12-19T20:17:27","modified_gmt":"2010-12-19T20:17:27","slug":"lamina-de-nodulos","status":"publish","type":"post","link":"https:\/\/teoriadeconstruccion.net\/blog\/lamina-de-nodulos\/","title":{"rendered":"L\u00e1mina de n\u00f3dulos"},"content":{"rendered":"

\"\"<\/a><\/p>\n

La l\u00e1mina de n\u00f3dulos o huevera sin geotextil adherido no funciona como drenante. Suele aparecer en dimensiones entorno a\u00a0 2,40 m de ancho y 20 m de largo (48 m2) El geotextil siempre en la parte en contacto con el terreno, las posibles humedades del terreno o el agua se filtra a trav\u00e9s del geotextil y llega hasta la cota m\u00e1s baja donde se deber\u00eda haber colocado un tubo dren envuelto en geotextil (el tubo deber\u00eda quedar entre la l\u00e1mina de n\u00f3dulos y el geotextil de \u00e9sta) para canalizar ese agua hasta una arqueta y de ah\u00ed a la red de saneamiento.<\/p>\n

Para su conservaci\u00f3n\u00a0 debe protegerse de la acci\u00f3n directa del sol y de las heladas.<\/p>\n

Propiedades de un elemento est\u00e1ndard:<\/p>\n

Tipo HDPE (Polietileno de alta densidad) con masilla bituminosa.<\/p>\n

\n
\n
\n\n\n\n\n\n\n\n\n\n\n\n\n
PROPIEDADES F\u00cdSICAS<\/strong><\/td>\nVALOR<\/strong><\/td>\nUNIDAD<\/strong><\/td>\nNORMA<\/strong><\/td>\n<\/tr>\n
N\u00ba de n\u00f3dulos<\/td>\n1907<\/td>\n–<\/td>\n–<\/td>\n<\/tr>\n
Resistencia a la compresi\u00f3n<\/td>\n200 \u00b120%<\/td>\nKN\/m\u00b2<\/td>\nUNE EN ISO 604<\/td>\n<\/tr>\n
Resistencia a la tracci\u00f3n, aprox<\/td>\n>700<\/td>\nN\/60mm<\/td>\nUNE EN 12311-1<\/td>\n<\/tr>\n
Alargamiento a la rotura, aprox.<\/td>\n>25<\/td>\n%<\/td>\nUNE EN 12311-1<\/td>\n<\/tr>\n
M\u00f3dulo de elasticidad<\/td>\n1500<\/td>\nN\/mm\u00b2<\/td>\nISO 178<\/td>\n<\/tr>\n
Absorci\u00f3n de agua<\/td>\n1<\/td>\nmg\/4d<\/td>\nDIN 53495<\/td>\n<\/tr>\n
Capacidad de drenaje, aprox<\/td>\n5<\/td>\nl\/s.m<\/td>\n–<\/td>\n<\/tr>\n
Resistencia de temperaturas<\/td>\n-30 a 80<\/td>\n\u00baC<\/td>\n–<\/td>\n<\/tr>\n
Volumen de aire entre n\u00f3dulos, aprox<\/td>\n5.9<\/td>\nl\/m\u00b2<\/td>\n–<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div>\n<\/div>\n

Resistencia al aplastamiento\/compresi\u00f3n > 450 kN\/m2<\/p>\n

m\u00e1s propiedades<\/a><\/p>\n

Colocaci\u00f3n donde hay elementos enterrados<\/strong><\/p>\n

Cortar la l\u00e1mina a la longitud necesaria. Si se coloca un tubo de drenaje hay que considerar una longitud extra de 40 cm, para plegar alrededor del tubo. Comenzando en la parte superior, colocar la l\u00e1mina al borde de la pared si no
\nhubiera esquina, o a un metro de distancia si la hubiera. Poner la l\u00e1mina con los n\u00f3dulos hacia la pared a proteger para formar una c\u00e1mara de aire entre la construcci\u00f3n y el terreno, a trav\u00e9s de la cual circula el aire y el vapor de agua.<\/p>\n

La sujeci\u00f3n al soporte se realizar\u00e1 mec\u00e1nicamente clavando la l\u00e1mina a la pared por la segunda fila de n\u00f3dulos de cada 30 cm a lo largo de la parte superior y a no menos de 3 cm del borde.<\/p>\n

Los remates de las esquinas y rincones se realizar\u00e1n doblando la l\u00e1mina. Se recomienda no colocar m\u00e1s material del que pudiera recubrirse en plazos cortos. En el caso de protecci\u00f3n de muros enterrados, el relleno de tierras se realizar\u00e1 de modo que se forme una pendiente que impida que el agua de escorrent\u00eda fl uya sobre el muro. En cualquier caso se evitar\u00e1 la entrada de part\u00edculas s\u00f3lidas entre la l\u00e1mina y el muro.<\/p>\n

fuente: Sika<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"

La l\u00e1mina de n\u00f3dulos o huevera sin geotextil adherido no funciona como drenante. 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