轮扣架支模体系材料量计算表格推荐下载.xlsx

轮扣架支模体系材料量计算表格推荐下载.xlsx

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轮轮扣扣式式钢钢管管脚脚手手架架材材料料用用量量计计算算excelexcel软软件件t/米0.005330.005000.004440.004420.004170.00417t/根0.001600.003000.004000.005300.007500.01000满堂脚手架搭设长度（m）搭设宽度（m）立杆数（根）楼层高度（m）板厚（mm）搭设高度（m）步距（m）立杆纵距（m）立杆横距（m）横杆道数立杆0.3m（吨）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）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）钢管总重量（吨）脚手板面积（m2）模板（）木枋（m）顶托（个）地下三层1124.574.5116763.951103.841.20.90.93193547628811769381163.46215.08378.5492752318850111676地下三层295.672.887743.952503.71.20.90.9314263547668852071122.84161.42284.266960173993768774地下二层1156.374.51470051104.891.20.90.9424445978110147116558283.71361.33645.04116442911162914700地下二层272.858.2541251104.891.20.90.949162229415442698104.45132.36236.814237105922295412地下一层A塔楼区54.347.132335.11404.961.20.90.94510131724322539762.4078.73141.13255863941383233地下一层B塔楼区54.447.132335.11404.961.20.90.94510131724322539762.4078.73141.13256264061383233地下一层其他区72.858.2#DIV/0!

@#@5.14504.65高支模区不考虑夹层A塔楼区54.347.132333.21803.021.20.90.93510131724321904837.1859.0596.23255863941383233夹层B塔楼区54.447.132333.21803.021.20.90.93510131724321904837.1859.0596.23256264061383233总计286.300.0074.36512.961145.752019.374235653494