落地式扣件钢管脚手架计算书.doc

落地式扣件钢管脚手架计算书

        钢管脚手架的计算参照《建筑施工扣件式钢管脚手架安全技术规范》（JGJ130-2001）。
        计算的脚手架为双排脚手架，搭设高度为30.6米，立杆采用单立管。
        搭设尺寸为：立杆的纵距1.50米，立杆的横距1.05米，立杆的步距1.80米。
        采用的钢管类型为 48×3.5，连墙件采用2步3跨，竖向
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

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