落地式扣件鋼管腳手架計算書.doc

落地式扣件鋼管腳手架計算書

        鋼管腳手架的計算參照《建筑施工扣件式鋼管腳手架安全技術規范》（JGJ130-2001）。
        計算的腳手架為雙排腳手架，搭設高度為30.6米，立桿采用單立管。
        搭設尺寸為：立桿的縱距1.50米，立桿的橫距1.05米，立桿的步距1.80米。
        采用的鋼管類型為 48×3.5，連墻件采用2步3跨，豎向
Floor-type fastener steel scaffolding calculations

        Calculation of steel scaffolding light "construction steel tubular scaffold safety technical specifications" (JGJ130-2001).
        Calculated for the double scaffolding scaffolding erection height of 30.6 m, pole single riser.
        Erection size: from 1.50 m vertical pole, pole of the horizontal distance of 1.05 m, 1.80 m away from the pole of the step.
        The type used in steel 48 × 3.5, with the wall pieces using 2-step 3, cross, vertical

前往下載