Abstract:
PURPOSE:To increase the structural strength of a beam and to prevent moving and slipping down of beams, by a method wherein the beams are monolithically firmly adhered in longitudinal and lateral directions, and the beams are secured in the deep underground of a slope through the medium of lock anchors. CONSTITUTION:Longitudinal beams 2, made of a structural steel pipe zinc- plated for corrosion resisting, are positioned at appropriate intervals, and with this they are fastened at a slope and part by means of a retaining wall 5, a lock anchor 4 of about 1-2m long is driven into a base plate 6 monolithically attached in every spot at each beam 2 to be fixed to a slope 1. Meanwhile, lateral beams 3, made of structure steel pipe zinc-plated in a manner described above, is monolithically adhered to the longitudinal beams 2 by means of flanges 7 to be installed over the slope 1. A wire net is covered over the slope 1 and the beams 2 and 3 to improve adhesiveness of the beams to the slope 1.