主要分部分项工程
某办公楼主要分部分项工程量计算书编制人:郑联忠2011年12月24日砖砌体工程用量一、砖基础用量1、3、5、11轴:25.14×0.24×3.5×4=84.5m32轴:(4.55.43.93.90.24)×0.24×3.5=15.1m34、8轴:(5.4×20.24)×0.24×3.5×2=18.5m35、7轴:(2.45.45.40.24)×0.24×3.5×2=22.6m36轴:(5.41.20.24)×0.24×3.5=5.7m3A轴:(7.2×20.48)×0.24×3.5=12.5m3B轴:(7.2×20.48)×0.24×3.5=11.7m3C1/B轴:38.04×0.24×3.5=32m3D轴:(38.047.8)×0.24×3.5=25.4m3E1/D轴:38.04×0.24×3.5=32m3FG轴:38.04×0.24×3.5=32m3基础砖砌体用量合计:84.5+15.1+18.5+22.6+5.7+12.5+11.7+32+25.4+32+32=292m3二、一层砖砌体用量1轴:(25.145.43.90.24)×3.3(1.5×1.053.14×0.75×0.75)0.24×0.24×3.316.28m32轴:(4.55.43.90.24)×3.31×2.4×0.24×39.39m33轴:(25.140.242.4)×0.24×3.3(1.5×1.053.14×0.75×0.75)×0.24×3=15.8m34轴:(5.43.93.90.242.4)×0.24×3.3=8.74m35轴:(1.25.43.93.92.40.241.2)×0.24×3.3=10.64m36轴:(1.23.90.24)×0.24×3.3=4.23m37轴:(1.25.43.93.91.22.40.24)×0.24×3.3=10.64m38轴:(5.43.93.90.242.4)×0.24×3.3=8.74m39轴:(25.140.242.4)×0.24×3.3(1.5×1.053.14×0.75×0.75)×0.24×3=15.8m310轴:(4.55.45.40.24)×0.24×3.3(1×2.4×0.24×20.9×2.4×0.24)=10.64m311轴:(25.140.24)×0.24×3.3(1.5×1.053.14×0.75×0.75)×0.24×4=16.89m3A轴:(7.27.20.48)×0.24×3.3(1.5×1.053.14×0.75×0.75)×0.24×4=8m3B轴:(7.27.20.48)×0.24×3.31.5×2.4×2=3.8m3C轴:(5.13.93.93.93.95.10.24)×0.24×3.3(1.5×1.053.14×0.75×0.75)×0.24×4=17.4m3D轴:(38.142.1×27.8)×0.24×3.31×2.4×0.24×4=18.4m31/D 轴:(3.93.32.83.93.93.33.93.90.12)×0.24×3.31×2.4×0.24×5=15.7m3E轴:5.1×0.24×3.42=4.2m3F轴:(37.80.243.34.5)×0.24×3.31.5×2.4×0.24(1.5×1.053.14×0.75×0.75)×0.24×6=17.9m3G轴:(3.34.50.24)×0.24×3.3(1.5×1.053.14×0.75×0.75)×0.24×2=4.4m3一层砖砌体用量合计:4.4+17.9+4.2+15.7+18.4+17.4+3.8+8+16.89+10.64+15.8+10.64+4.23+10.64+8.74+15.8+9.39+16.28=218m3二层砖砌体用量1、3、9、11轴:25.14×0.24×3×41.5×1.5×0.24×152.4×3×0.24×2=60.8m32轴:(4.5+5.4+3.9+0.24)×0.24×31×2.4×0.24×3=8.4m34、8轴(5.4+5.4)×2×0.24×3=15.6m35、7轴:(2.4+5.4+5.4+0.24)×2×0.24×3=19.4m36轴:(5.4+1.2+0.24)×0.24×3=4.9m310轴:(5.4+4.5)×0.24×31×2.4×0.24×2=6m31/10轴:(30.24+2.7+0.24+1.5+1.5+0.24)×0.24×3=6.4m3A轴:(14.4+0.48)×0.24×31.5×1.5×0.24×4=8.6m3B轴:(14.430.24)×0.24×3=8m31/B轴:(7.8+0.24)×0.24×31.8×2.2×0.24×2=3.9m3C轴:(5.22×2+3.9×4+0.48)×0.24×31.5×1.5×0.24×4=16.9m3D轴:(5.22×2+3.9×4+7.8+0.24)×0.24×31×2.4×0.24×6=21.1m31/D轴:(3.9×4+0.24+3.3+0.24+2.5+1.9+0.24)×0.24×31×2.4×0.24×5=14.4m3E轴:5.1×0.24×3=3.7m3F+G轴:(38.040.24)×0.24×3=27.2m3二层砖砌体用量合计:27.2+3.7+14.4+21.1+16.9+3.9+8+8.6+6.4+6+4.9+19.4+15.6+8.4+60.8=225.3m3三层砖砌体用量1、3、9、11轴:25.14×0.24×2.7×41.5×1.5×0.24×152.4×2.7×0.24×2=54m32轴:(4.5+5.4+3.9+0.24)×0.24×2.71×2.4×0.24×3=7.4m34、8轴(5.4+5.4)×2×0.24×2.7=14m35、7轴:(2.4+5.4+5.4+0.24)×2×0.24×2.7=17.4m36轴:(5.4+1.2+0.24)×0.24×2.7=4.4m310轴:(5.4+4.5)×0.24×2.71×2.4×0.24×2=5.3m31/10轴:(30.24+2.7+0.24+1.5+1.5+0.24)×0.24×2.7=5.8m3A轴:(14.4+0.48)×0.24×2.71.5×1.5×0.24×4=7.5m3B轴:(14.430.24)×0.24×2.7=5.3m31/B轴:(7.8+0.24)×0.24×2.71.8×2.2×0.24×2=3.3m3C轴:(5.22×2+3.9×4+0.48)×0.24×2.71.5×1.5×0.24×4=15m3D轴:(5.22×2+3.9×4+7.8+0.24)×0.24×2.71×2.4×0.24×6=18.6m31/D轴:(3.9×4+0.24+3.3+0.24+2.5+1.9+0.24)×0.24×2.71×2.4×0.24×5=12.7m3E轴:5.1×0.24×2.7=3.3m3F+G轴:(38.040.24)×0.24×2.7=24.5m3三层砖砌体用量合计:24.5+3.3+12.7+18.6+15+3.3+5.3+7.5+5.8+5.3+4.4+14+7.7+54=181.4m3钢筋工程用量一、构造柱钢筋1、构造柱钢筋总用量合计:(3+6+4+3+4+5+2+5)×4×(9.9+3.5)=1715.2m2、构造柱箍筋总用量合计:(9.9+3.5)÷0.2×32×(0.19×4+0.12)=1887m二、拉结筋1、转角拉结筋:(2.12.6)×24=112.8m2、T形拉结筋(2.42.1×2)×17=112.2m总高:9.9米 9.9/0.5=20横3、转角拉结筋总量:112.8×20=2256m4、T形拉结筋总量:112.2×20=2244m三、地圈梁钢筋1、3、9、11轴:25.14×4×4=402.2m4、8轴:(5.43.93.90.24)×4×2=107.5m5、7轴:(1.25.45.41.2)×4×2=105.6m6轴:(5.41.20.24)×4=27.4m10轴:(4.55.40.24)×4=40.6mA轴:(7.20.247.20.24)×4=59.5mB轴:(7.27.20.24)×4=56.6mC、D、E1/D轴:38.04×4×3=456.5mF、G轴:(38.041.21.2)×4=161.7m地圈梁钢筋用量合计:402.2+107.5+105.6+27.4+40.6+59.5+56.6+456.5+161.7=1417.6m四、地圈梁箍筋:1、3、9、11轴:25.14×4÷0.2=503个2轴:(4.55.43.90.24)÷0.2=71个4、8轴:(5.43.93.90.24)×2÷0.2=135个5、7轴:(1.25.45.41.2)×2÷0.2=132个6轴:(5.41.20.24)÷0.2=35个10轴:(4.55.40.24)÷0.2=51个A轴:(7.20.247.20.24)÷0.2=75个B轴:(7.27.20.48)÷0.2=70个C、D、E1/D轴:38.04×3÷0.2=571个FG轴:(38.042.4)÷0.2=203个地圈梁箍筋长度:(0.19+0.25)×2+0.16=1.04m地圈梁箍筋用量合计:(503+71+135+132+35+51+75+70+571+203)×1.04=1919.8m二、三层圈梁钢筋:QL1钢筋:12:(25.14×4-2.4×2+9.9×2+3.9+10.8×2+13.5×2+6.6+14.4+3.9×6×3+38.04)×2×4=2378.4mQL1箍筋:6(25.14×4-2.4×2+9.9×2+3.9+10.8×2+13.5×2+6.6+14.4+3.9×6×3+38.04)÷0.2×(0.19+0.13)×2+0.12=1129.8mQL2钢筋:12(7.2+5.1+5.1)×2×2×6=417.6mQL2箍筋:6(7.2+5.1+5.1)×2×2÷0.2×(0.19+0.7)×2+0.12+(0.7+0.13)×2+0.12=1280.6mBD钢筋:10(2.4+3.9+3.9)×2×2=40.8m12(2.4+3.9+3.9)×2×3=61.2mBD箍筋:6(2.4+3.9+3.9)×2÷0.2×(0.19+0.7)×2+0.12=193.8五、厕所钢筋:下部筋:8:5.4÷0.15×7.5=270m7.2÷0.15×5.6=268.8m上部筋:6: 1.16×(5.4÷0.2)×2=62.6m1.16×(7.2÷0.2)×2=83.5m8: 2.16×(3.3÷0.1)=71.3m2.16×(2.7÷0.1)=58.3m2.16×(2.1÷0.1)×2=90.7m厕所8总用量合计:(270+268.8+71.3+58.3+90.7)×2=1517.2m厕所6总用量合计:(62.6+83.