Определения несущей способности анкерных креплений в ребристых плитах перекрытия

Abstract

In these theses, the implementation of the engineering task of attaching solar panels to ribbed reinforced concrete panels with a shelf thickness between transverse ribs of 50 mm is given. Fixing is provided with the use of anchors of shallow depth of immersion. When determining the carrying capacity of an anchor for pulling out of a concrete massif, it was proposed to take into account only the influence of friction on the side surface of the anchor, which allows the use of a formula similar to the formula for determining the bearing capacity of a stuffed or drilling pile working to pull out.