工程名称：高峰中心学校值班室绘图输入工程量汇总表-柱定额工程量编制日期：2019-09-27第2页截面形状截面周长楼层名称工程量名称矩形柱<=1.6C30基础层KZ-15.60.484.6460.48小计5.60.484.6460.48首层KZ-15.61.53616.488412.80.48小计5.61.53616.488412.80.48小计11.22.01621.088818.80.96小计11.22.01621.088818.80.96小计11.22.01621.088818.80.96合计11.22.01621.088818.80.96混凝土强度等级周长(m)体积(m3)模板面积(m2)数量(根)高度(m)截面面积(m2)楼层名称工程量名称C25首层GZ-11.60.26283.69620.08GZ-21.60.17314.845240.04小计3.20.43598.541260.12小计3.20.43598.541260.12合计3.20.43598.541260.12混凝土强度等级周长(m)体积(m3)模板面积(m2)数量(根)截面面积(m2)工程量名称6.412.819.219.219.2高度(m)材质楼层厚度名称工程量名称100000000000000.20.1小计000000000000.20.12000.23300.40.4000.400.41300.80.2小计0.23300.40.4000.400.41300.80.2小计330.40.4000.400.413010.3首层1000000000000.26.4小计0000000000.26.420077044.950.2019.625.319.530.7700.812.8小计77044.950.2019.625.319.530.7700.812.8小计7744.950.219.625.319.570119.2小计11045.350.619.625.719.5100219.5合计11045.350.619.625.719.5100219.5体积(m3)外墙外脚手架面积(m2)外墙内脚手架面积(m2)内墙脚手架面积(m2)外墙外侧钢丝网片总长度(m)外墙内侧钢丝网片总长度(m)内墙两侧钢丝网片总长度(m)外部墙梁钢丝网片长度(m)外部墙柱钢丝网片长度(m)内部墙梁钢丝网片长度(m)内部墙柱钢丝网片长度(m)外墙外侧满挂钢丝网片面积(m2)外墙外侧装饰脚手架面积(m2)墙厚(m)墙高(m)实心砖基础层QTQ-100[内墙]0.038311.4750.038311.475QTQ-200[外墙]31.3531.350.238331.3511.475QTQ-100[内墙]1.761723.56226.3226.321.761723.56226.3226.32QTQ-200[外墙]7.410156.4339.337.410156.4339.339.171856.4323.56226.3257.0239.339.410187.7835.03726.3257.4240.339.410187.7835.03726.3257.4240.33工程量名称7.650.03827.650.0382220.2220.20.23827.651.76177.651.7617227.4101227.41019.171859.39.4159.39.41长度(m)体积（高度3.6米以下）(m3)29.6529.65楼层名称工程量名称首层M-08211.681.681.68150.82.1M-09211.891.891.8915.10.92.1M-09262.342.342.3416.10.92.6小计5.915.915.91316.22.66.8合计5.915.915.91316.22.66.8洞口面积(m2)框外围面积(m2)外接矩形洞口面积(m2)数量(樘)洞口三面长度(m)洞口宽度(m)洞口高度(m)工程量名称5.86718.818.8洞口周长(m)楼层名称工程量名称首层C-09151.351.3513.90.91.5C-15156.756.75313.54.54.5C-21153.153.1515.12.11.5小计11.2511.25522.57.57.5合计11.2511.25522.57.57.5洞口面积(m2)框外围面积(m2)数量(樘)洞口三面长度(m)洞口宽度(m)洞口高度(m)工程量名称4.8187.23030洞口周长(m)楼层名称工程量名称C25首层GL-10.0691.33134.10.4GL-20.29524.27248.60.8GL-30.0230.4111.40.2小计0.38726.013814.11.4小计0.38726.013814.11.4合计0.38726.013814.11.4混凝土强度等级体积(m3)模板面积(m2)数量(个)长度(m)宽度(m)工程量名称0.450.720.11.271.271.27高度(m)楼层名称工程量名称C25首层L-106.15618.241.45.75.955.70.10.5L-203.4615.041.24.753.520.080.4L-304.1817.61.25.564.40.080.4小计013.79650.883.815.916.9513.620.261.3小计013.79650.883.815.916.9513.620.261.3C30基础层KL-10.6756.758.62751.55.465.40.1250.5KL-20.6756.678.62751.55.465.320.1250.5KL-30.5755.63757.17751.54.654.48750.1250.5KL-40.5755.63757.17751.54.654.48750.1250.5L-10.64136.4758.2651.45.765.050.11250.45L-20.1381.7252.50121.21.72521.380.080.4小计3.279332.89542.37628.627.4253026.1250.69252.85首层WKL-105.39818.241.5565.120.1250.5WKL-206.04619.041.55.465.270.1250.5WKL-30.02513.77242.08312.213.211.740.251小计0.02525.21679.36622.625.222.130.52小计3.304358.111121.736214.650.02555.248.2551.19254.85合计3.304371.907172.616218.465.92572.1561.8751.45256.15混凝土强度...
