轮扣架支模体系材料量计算.xlsx

轮扣式钢管脚手架材料用量计算excel软件满堂脚手架捂设长度（m）地下三层1124.5地卜二层295.6地下二层1156.3地下二层272.8地下一层心楼区543地下一层B塔楼区54.4地下一层其他区72.8夹层A塔楼区543夹层B塔楼区54.4总计规格立杆2.4米1.8米1.2米0.9米0.6米0.3米搭设宽 度（m）立杆数（根）楼层高度（m）74.5116763.9572.887743.9574.514700558.25412547.132335.147.132335.158.2#DIV/0!5.147.132333.247.132333.2MS个/公斤）数景（捆/根）10公斤/100 根7.5公斤/100 根5.3公斤/100 根4公斤/200根3公斤/200根1.6公斤约/500根板厚（mm）搭设高 度（m）1103.842503.71104.891104.891404.961404.964504.651803.021803.021.15-L 12公斤0.85*3；L公斤0.55米2.1公斤t/米0.00533tz根0.00160步距（m）立杆纵距（m）立杆横距（m）横杆道数立杆 0.3m（吨）1.20.90.93191.20.90.93141.20.90.94241.20.90.9491.20.90.9451.20.90.945高支模区不考虑1.20.90.9351.20.90.935根/294根 /M9根轮扣式钢管脚手架材料用量计算excel软件0.005000.004440.004420.004170.004170.003000.004000.005300.007500.01000立杆 0.6m（吨）立杆 0.9m（吨）立杆 1.2m（吨）立杆 1.8m（吨）立杆 2.4m（吨）横杆数（根）3547628811769381263547668852071445978110147116558162229415442698101317243225397101317243225397101317243219048101317243219048轮扣式钢管脚手架材料用量计算excel软件高支模区不考虑立杆重量（吨）2.4+0.9立杆重量（吨）2.4+1.2立杆重量（吨）0.9+1.8立杆重量（吨）2.4+1.2+0.9横杆重量（吨）163.46215.08122.84161.42283.71361.33104.45132.3662.4078.7362.4078.7337.1859.0537.1859.05286.300.007436512.961145.75高支模区不考虑钢管总重量（吨）脚手板面积（m2）模板3）木枯 叩）顶托（个）378.5492752318850111676284.266960173993768774645.04116442911162914700236.814237105922295412141.13255863941383233141.1325626406138323396.2325586394138323396.232562640613832332019.374235653494