NBR 6122 DE 2010 PDF

Equipamentos: na execuo das fundaes em estacas metlicas ou de ao, a escolha do tipo de cravao, bem como dos equipamentos deve levar em considerao a dimenso da estaca, a s caractersticas do solo, as condies de vizinhana, as caractersticas do projeto e as peculiaridades do local. Deve-se, nesse processo, evitar quaisquer danos s estacas, ajustando-se, assim, o sistema de cravao de modo a levar a estaca at a profundidade prevista sem perda de sua integridade. Nesse sentido, mais sensato o uso de martelos mais pesados e com menor altura de queda do que o contrrio. Cravao: caso a cota de arrasamento estiver abaixo da cota do plano de cravao, utiliza-se o elemento denominado "prolonga" ou "suplemento", cujo comprimento deve ser limitado a 2,50 m. Em terrenos resistentes podem ser empregadas pr-perfuraes. Figura 1: Cravao de estaca metlica.

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