Construction method for inclined tensioning reinforcing bar type and overhanging section steel scaffold

[0013] Example 1

[0014] Such as figure 1 , figure 2 , image 3 , Figure 4 with Figure 5 As shown, the construction method of steel cantilevered steel cantilever scaffolding is to pre-bury the embedded parts A and B in the floor 1 when concrete is poured on the floor where the steel support is located; when concrete is poured on the cable-stayed steel anchor floor, the cable-stayed steel bar is anchored. 3 Pre-embedded in the side beam 4; welded the ribbed double-angle steel 7 on the ground with the profiled steel beam, welded the rebar head 2 at the upper end, which is used to fix the scaffolding; hoisted the profiled steel beam to the floor 1 where the profiled steel support is located, one end Welding and fixing with embedded parts A and B; connect one end of the oblique-stretched steel bar 9 to the upper pre-embedded steel bar 6 with a sleeve I5, and insert the other end into the reserved double-angle steel hole 8 under the profile steel beam, and fix it with a sleeve II10.