{"id":10042,"date":"2020-07-01T10:20:29","date_gmt":"2020-07-01T08:20:29","guid":{"rendered":"https:\/\/tecnaria.com\/?post_type=product&p=10042"},"modified":"2023-08-29T16:48:17","modified_gmt":"2023-08-29T14:48:17","slug":"ligador-ctf","status":"publish","type":"product","link":"https:\/\/tecnaria.com\/pt-pt\/prodotto\/ligador-ctf\/","title":{"rendered":"Ligador CTF"},"content":{"rendered":"

COMPOSI\u00c7\u00c3O DO LIGADOR<\/span><\/span><\/h3>\n

uma base de metal retangular comprimida 38×54 mm, com 4 mm de espessura. O perno do ligador e a placa base est\u00e3o rebitados
\ndois pregos de a\u00e7o de carbono atravessam os dois orif\u00edcios na placa
\nTodos os componentes do ligador s\u00e3o banhados a zinco com uma prote\u00e7\u00e3o de espessura m\u00e9dia de 8 \u03bcm, correspondente a 2 ciclos “Kesternich” de resist\u00eancia a corros\u00e3o. Os pregos utilizados de a\u00e7o de carbono com \u00d8 4.5 mm, 22.5 mm de comprimento, cabe\u00e7a com \u00d8 14 mm, para atravessar os dois orif\u00edcios da placa.<\/p>\n

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Tecnaria CTF steel connector<\/span><\/span><\/h3>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
C\u00d3DIGO<\/strong><\/td>\nALTURA<\/strong><\/td>\n<\/tr>\n
CTF020<\/strong><\/td>\n20 mm *<\/td>\n<\/tr>\n
CTF025<\/strong><\/td>\n25 mm *<\/td>\n<\/tr>\n
CTF030<\/strong><\/td>\n30 mm<\/td>\n<\/tr>\n
CTF040<\/strong><\/td>\n40 mm<\/td>\n<\/tr>\n
CTF060<\/strong><\/td>\n60 mm<\/td>\n<\/tr>\n
CTF070<\/strong><\/td>\n70 mm<\/td>\n<\/tr>\n
CTF080<\/strong><\/td>\n80 mm<\/td>\n<\/tr>\n
CTF090<\/strong><\/td>\n90 mm<\/td>\n<\/tr>\n
CTF105<\/strong><\/td>\n105 mm<\/td>\n<\/tr>\n
CTF125<\/strong><\/td>\n125 mm<\/td>\n<\/tr>\n
CTF135<\/strong><\/td>\n135 mm<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

*steel connector used for consolidation with fibre reinforced concretes. Ver aqui.<\/a><\/span><\/span><\/p>\n

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Ligadores especificamente adaptados para liga\u00e7\u00f5es de madeira e bet\u00e3o em pavimentos com tijolos cer\u00e2micos e vigas de se\u00e7\u00e3o reduzida (a partir de 6 x 8 cm).<\/p>\n\n\n\n\n\n\n\n
Tavolato
\n(cm)<\/strong><\/td>\n		Legno
\n(classe minima)<\/strong><\/td>\n		Resistenza caratteristica
\nFv,Rk<\/sub> (kN)<\/strong><\/td>\n		Modulo di scorrimento allo
\nstato limite di servizio Kser<\/sub> (kN\/mm)<\/strong><\/td>\n		Modulo di scorrimento allo
\nstato limite ultimo Ku<\/sub> (kN\/mm)<\/strong><\/td>\n<\/tr>\n
0<\/td>\nC16, GL24<\/td>\n19,30<\/td>\n18,60<\/td>\n10,40<\/td>\n<\/tr>\n
0<\/td>\nD30<\/td>\n24,50<\/td>\n21,20<\/td>\n13,60<\/td>\n<\/tr>\n
2<\/td>\nC16, GL24, D30<\/td>\n15,00<\/td>\n7,68<\/td>\n4,35<\/td>\n<\/tr>\n
4<\/td>\nC16, GL24, D30<\/td>\n11,30<\/td>\n3,06<\/td>\n2,66<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n