FIELD: building, particularly to reinforce existent load-bearing structures of building coverings and floors.
SUBSTANCE: method involves connecting reinforcing subdiagonal to the beam; installing temporary subdiagonal; tightening tie-bars and demounting temporary subdiagonal. The temporary subdiagonal is installed over beam so that subdiagonal posts are arranged between posts of temporary subdiagonal. Tie-bas passes through curvilinear guiding means mounted at beam supports and is connected to subdiagonal tie-bar by means of flexible clips. After that tie-bars are tightened and subdiagonal tie-bar is fixed in beam supports.
EFFECT: reduced labor inputs and simplified beam reinforcement.
3 dwg
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