《工程量计算书》word版.doc

'题目：某教学楼施工组织设计院系：网络教育学院专业：土木工程姓名：指导教师：谢老师 目录第一章：基础工程·······················（1）.1.1场地平整······················（1）1.2桩基人工挖土····················（1）1.3桩基础工程量·····················（1）第二章：钢筋、混凝土工程··················（2）2.1地梁工程量······················（2）2.2底层柱、梁、楼板工程量················（5）2.2.1柱·························（5）2.2.2梁·························（6）2.2.3楼板·······················（9）2.3三层柱、梁、楼板工程量················(10）2.3.1柱·························（10）2.3.2梁·························（10）2.3.3楼板························（15）2.4顶层柱、梁、楼板工程量·················（15）2.4.1柱·························（15）2.4.2梁·························（16）2.4.3楼板························（16）第三章：砌体结构工程量···················（17）3.1底层·························（17）3.1.1墙量························（17）3.1.2地面························（17）3.2三层·························（17）3.2.1墙量························（17）3.2.2地面························（18）3.3顶层··························（18）3.3.1墙量························（18） 3.3.2屋面························（18）3.4女儿墙························（18）3.4.1墙量························（18）3.4.2抹灰························（18）第四章：脚手架工程量·····················（19）附表：1-5层工程量总计 第一章基础工程1.1场地平整S=(68.04+4)*(21.24+4)=1818.290m21.2桩基人工挖土单桩：（12+0.6+0.2）*1/4*3.14*0.8²=6.431m3共计：1.3*48*6.431=401.294m31.3桩基础工程量J1：共8根1）混凝土工程量：V=3.14D²HN/4=0.7854*0.8*0.8*12.8.*8=51.47m32）钢筋：a.主筋：G=12.8*12*0.888*8*1.02=1113.00Kgb.箍筋：G=8.076*12.8*8*1.02=843.52Kgc.钢筋小计：1113.00+843.52=1956.52KgJ2：共4根1）混凝土工程量：V=3.14D²HN/4=0.7854*0.9*0.9*12.8.*4=32.57m32）钢筋：a.主筋：G=12.8*12*0.888*4*1.02=556.50Kgb.箍筋：G=8.076*12.8*4*1.02=421.76Kgc.钢筋小计：556.50+421.76=978.26KgJ3：共20根1）混凝土工程量：V=3.14D2HN/4=0.7854*0.8*0.8*12.8.*20=128.68m32）钢筋：a.主筋：G=12.8*12.13*0.888*20*1.02=3014.37Kgb.箍筋：G=8.076*12.8*20*1.02=2108.81Kgc.钢筋小计：3014.37+2108.81=5123.18KgJ4：共16根1）混凝土工程量：V=3.14D2HN/4=0.7854*0.8*0.8*12.8.*16=102.94m32）钢筋： a.主筋：G=12.8*13*0.888*16*1.02=2411.50Kgb.箍筋：G=8.076*12.8*16*1.02=1087.04Kgc.钢筋小计：2411.50+1087.04=3498.54Kg桩基工程量总计：桩-混凝土：V=315.66m3桩-钢筋：G=11556.5Kg第二章钢筋混凝土工程 2.1地梁工程量模板：S=（2.1+3.0）*0.35*2*8+6.6*0.35*2*4+4.8*2*16*0.35+（3.0+2.1+1.5）*0.4*2*6+（3.0+2.1）*0.35*2*6+（3.3+2.4）*0.3*2*6+4.5*0.4*2*6+3.9*0.35*2*5+3.6*0.5*2*2+3.0*0.5*2*2=222.87m3钢筋：DL1:8根a.主筋：G=[(3.0+2.1)*1.21*6*5.1*1.58*4]*8=554.06Kgb.箍筋：l=[（0.3-0.06）+（0.35-0.06）]*2-0.1=0.96n=（5.1-0.060）/0.20+1=25.2G=0.395*l*n*8=72.81Kgc.钢筋小计：554.06+72.81=626.87KgDL2:4根a.主筋：G=[6.6*2.98*4+6.6*2.47*2+6.6*2.0*2+6.6*1.58*2]*4=634.13Kgb.箍筋：l=[（0.3-0.06）+（0.35-0.06）]*2-0.1=0.96n=（6.6-0.060）/0.20+1=31G=0.395*l*n*4=47.02Kgc.钢筋小计：634.13+47.02=681.15KgDL3:6根a.主筋G=[(3.0+2.1+1.5)*4*2.47+(3.0+2.1+1.5)*4*2.0+(3.0+2.1+1.5*2*1.58)]*6=833.18Kgb.箍筋：l=[（0.3-0.06）+（0.4-0.06）]*2-0.10=1.06 n=[(3.0+2.1+1.5)-0.60]/0.20+1=31G=0.395*l*n*6=77.88Kgc.钢筋小计：833.18+77.88=911.06KgDL4:16根a.主筋:G=(4.8*4*1.21+4.8*2*2.0+4.8*4*1.58)*16=1164.29Kgb.箍筋：l=[（0.3-0.06）+（0.35-0.06）]*2-0.10=0.96n=(4.8-0.60)/0.20+1=18G=0.395*l*n*16=109.21Kgc.钢筋小计：1164.29+109.21=1273.50KgDL5:6根a.主筋:G=(3.0+2.1)*(2*2.0+2*1.21+2*1.58+4*1.58)*6=486.54Kgb.箍筋：l=[（0.3-0.06）+（0.45-0.06）]*2-0.10=1.16n=[(3.0+2.1)-0.60]/0.20+1=23.5G=0.395*l*n*6=65.98Kgc.钢筋小计：486.54+65.98=552.52KgDL6:6根a.主筋:G=1.5*3*(3*2.0+5*1.58)*6=375.3Kgb.箍筋：l=[（0.3-0.06）+（0.45-0.06）]*2-0.10=1.16n=(1.5*3-0.60)/0.20+1=20.5G=0.395*l*n*6=54.75Kgc.钢筋小计：375.3+54.75=430.05KgDL7:6根a.主筋: G=3.3*(8*1.21+4*1.58)*6=316.8Kgb.箍筋：l=[（0.3-0.06）+（0.3-0.06）]*2-0.10=0.86n=(3.3-0.60)/0.15+1=19G=0.395*l*n*6=38.73Kgc.钢筋小计：316.8+38.73=355.53KgDL8:6根a.主筋:G=2.4*(8*1.21+4*1.58)*6=230.4Kgb.箍筋：l=[（0.3-0.06）+（0.3-0.06）]*2-0.10=0.86n=(2.4-0.60)/0.10+1=19G=0.395*l*n*16=38.73Kgc.钢筋小计：230.4+38.73=269.13KgDL9:5根a.主筋:G=3.9*(6*1.21+4*1.58)*5=264.81Kgb.箍筋：l=[（0.3-0.06）+（0.35-0.06）]*2-0.10=0.96n=(3.9-0.60)/0.20+1=17.5G=0.395*l*n*5=34.13Kgc.钢筋小计：264.81+34.13=298.94KgDL10:2根a.主筋:G=(3.0+3.6)*(6*2.98+2*3.85)*2=337.66Kgb.箍筋：l=[（0.3-0.06）+（0.5-0.06）]*2-0.10=1.26n=[(3.0+3.6)-0.60]/0.15+1=41G=0.395*l*n*2=40.81Kg c.钢筋小计：337.66+40.81=378.47Kg钢筋工程量总计：5736.411Kg混凝土工程量:V=（2.1+3.0）*0.35*0.30*8+6.6*0.35*0.30*4+4.8*0.35*0.3*16+（3.0+2.1+1.5）*0.4*0.3*6+（3.0+2.1）*0.35*0.3*6+（3.3+2.4）*0.3*0.3*6+（1.5+1.5+1.5）*0.4*0.3*6+3.9*0.35*0.3*5+3.6*0.5*0.3*2+3.0*0.5*0.3*2=34.4m32.2底层柱、梁、楼板工程量计算2.2.1柱-模扳：Z-1：18根b*h=0.45*0.45h=4.35-0.45S=18*0.45*（4.35-0.45）*4=126.36m2Z-2：6根b*h=0.45*0.45h=4.35-0.45S=6*0.45*（4.35-0.45）*4=42.12m2Z-3：8根b*h=0.45*0.45h=4.35-0.45S=8*0.45*（4.35-0.45）*4=56.16m2Z-4：4根b*h=0.45*0.45h=4.35-0.45S=4*0.45*（4.35-0.45）*4=28.08m2Z-5：2根b*h=0.5*0.5h=4.35-0.45S=2*0.5*（4.35-0.45）*4=15.6m2Z-6：2根b*h=0.4*0.4h=4.35-0.45S=2*0.4*（4.35-0.45）*4=12.48m2Z-7：2根b*h=0.4*0.4h=4.35-0.45S=2*0.4*（4.35-0.45）*4=12.48m2Z-8：2根b*h=0.5*0.5h=4.35-0.45S=2*0.5*（4.35-0.45）*4=15.6m2底层柱模板工程量总计：308.88m2柱-钢筋： G=（52+42+25+19）*18+（52+39+85+66）*6+（24+18+151+93）*8+（113+96+291+598）*4+（87+112+79+67）*2+（107+143+89+47）*2=12430Kg柱-混凝土：V=0.45*0.45*（4.35-0.45）*36+0.5*0.5*（4.35-0.45）*4+0.4*0.4*（4.35-0.45）*4=34.827m32.2.2梁-模板：S=（0.4*2+0.25）*3.3*10+（0.45*2+0.25）*5.1*12+（0.3*2+0.25）*4.8*16+（0.35*2+0.25）*4.8*16+（0.45*2+0.25）*10.2*6+（0.4*2+0.25）*13.2*3+（0.3*2+0.25）*2.4*5+（0.3*2+0.25）*3.3*2=371.04m2梁-钢筋：KL1:8根a.主筋:G=5.1*(4*2.0+2*1.58+2*1.21)*8=554.064Kgb.箍筋：l=[（0.25-0.06）+（0.35-0.06）]*2-0.10=0.85n=(5.1-0.06)/0.2+1=25.2G=0.395*l*n*8=69.84Kgc.钢筋小计：554.064+69.84=623.904KgKL2:8根a.主筋:G=3.3*8*3.85*8=813.12Kgb.箍筋：l=[（0.25-0.06）+（0.40-0.06）]*2-0.10=0.96n=(3.3-0.06)/0.2+1=17.2G=0.395*l*n*8=54.61Kgc.钢筋小计：813.12+54.61=867.73Kg KL3:8根a.主筋:G=3.6*(4*2.47+1*2.0+2*3.85)8=563.904Kgb.箍筋：l=[（0.25-0.06）+（0.45-0.06）]*2-0.10=1.06n=(3.6-0.06)/0.2+1=18.7G=0.395*l*n*8=63.64Kgc.钢筋小计：563.904+63.64=627.546KgKL4:8根a.主筋:G=3.0*8(6*2.98+2*2.47+4*3.85)*8=917.28Kgb.箍筋：l=[（0.25-0.06）+（0.35-0.06）]*2-0.10=0.86n=(3.0-0.06)/0.2+1=15.7G=0.395*l*n*8=43.482Kgc.钢筋小计：917.28+43.482=960.762KgKL5:8根a.主筋:G=2.1*(2*1.21+2*1.58+2*0.888)*8=123.581Kgb.箍筋：l=[（0.25-0.06）+（0.45-0.06）]*2-0.10=1.06n=(2.1-0.06)/0.2+1=11.2G=0.398*l*n*8=40.50Kgc.钢筋小计：123.581+40.50=164.082KgKL6:32根a.主筋:G=4.8*(5*1.58+1*1.21)*32=1399.296Kgb.箍筋：l=[（0.25-0.06）+（0.45-0.06）]*2-0.10=1.06 n=(4.8-0.06)/0.2+1=24.7G=0.398*l*n*8=84.376Kgc.钢筋小计：1399.296+84.376=1483.672KgKL7:8根a.主筋:G=3.3*(2*0.888+3*1.58+2*2.0)*8=277.622Kgb.箍筋：l=[（0.25-0.06）+（0.45-0.06）]*2-0.10=1.06n=(3.3-0.06)/0.2+1=17.2G=0.398*l*n*8=60.751Kgc.钢筋小计：277.622+60.751=338.373KgKL8:10根a.主筋:G=2.4*(5*1.58+1*2.47)*10=248.88Kgb.箍筋：l=[（0.25-0.06）+（0.30-0.06）]*2-0.10=0.76n=(2.4-0.06)/0.2+1=12.7G=0.398*l*n*10=39.322Kgc.钢筋小计：248.88+39.322=288.202KgKL9：6根a.主筋:G=2.1*(2*0.888+2*2.0+2*2.47)*6=135.022Kgb.箍筋：l=[（0.25-0.06）+（0.40-0.06）]*2-0.10=1.08n=(2.1-0.06)/0.2+1=11.2G=0.398*l*n*6=30.948Kgc.钢筋小计：135.022+30.948=165.971KgKL10：6根a.主筋: G=5.1*(3*2.0+2*2.47)*6=334.764Kgb.箍筋：l=[（0.25-0.06）+（0.50-0.06）]*2-0.10=1.16n=(5.1-0.06)/0.2+1=26.2G=0.398*l*n*6=74.792Kgc.钢筋小计：334.764+74.792=409.56KgKL11：6根a.主筋:G=4.5*(4*2.0+4*1.58)*6=386.64Kgb.箍筋：l=[（0.25-0.06）+（0.35-0.06）]*2-0.10=0.86n=(4.5-0.06)/0.2+1=23.2G=0.398*l*n*6=49.288Kgc.钢筋小计：386.64+49.288=165.971Kg钢筋总计：6365.73Kg梁-混凝土：V=0.4*0.25*3.3*10+0.45*0.25*5.1*12+0.3*0.25*4.8*16+0.35*0.25*4.8*16+0.45*0.25*10.2*6+0.4*0.25*13.2*3+0.3*0.25*2.4*5+0.3*0.25*3.3*2=35.3252.2.3楼板：预应力空心板S=6.6*（2.1+3.0+2.1+1.5+1.5）*2+4.8*（3.0+2.1+1.5）*8+3.3*（3.0+2.1+1.5*3）*2+2.4*（3.0+2.1+1.5*3）*2+4.8*（3.0+2.1+1.5*3）+3.0*3.9+3.6*（3.9+2.4+1.5）=583.382.3三层柱、梁、楼板工程量2.3.1柱-模板： Z-1：18b*h=0.45*0.45h=3.6-0.45S=18*0.45*（3.6-0.45）*4=102.06m2Z-2：6b*h=0.45*0.45h=3.6-0.45S=6*0.45*（3.6-0.45）*4=34.02m2Z-3：8b*h=0.45*0.45h=3.6-0.45S=8*0.45*（3.6-0.45）*4=45.36m2Z-4：4b*h=0.45*0.45h=3.6-0.45S=4*0.45*（3.6-0.45）*4=22.68m2Z-5：2b*h=0.45*0.45h=3.6-0.45S=2*0.5*（3.6-0.45）*4=12.6m2Z-6：2b*h=0.4*0.4h=3.6-0.45S=2*0.4*（3.6-0.45）*4=10.08m2Z-7：2b*h=0.5*0.5h=3.6-0.45S=2*0.5*（3.6-0.45）*4=12.6m2柱-模板总计：239.4m2柱-钢筋：G=（52+39+55+21）*18+（38+28+21+33）*6+（49+57+151+93）*8+（113+96+291+598）*4+（79+67+13+11）*2+（29+22+27+12）*2+（89+47+26+49）*2=11700Kg柱-混凝土：V=0.45*0.45*（3.6-0.45）*36+0.5*0.5*（3.6-0.45）*4+0.4*0.4*（3.6-0.45）*2=27.122m32.3.2梁-模板： S=[（0.35*2+0.25）*（2.1+3）*6+3.3*（0.25+0.3*2）*10+4.8*（0.25+0.35*2）*12+（2.1+1.5）*（0.25+0.45*2）*5+4.8*（0.25+0.3*2）*4+（1.5+1.5）*（0.25+0.45*2）*2+3.3*（0.25+0.45*2）*2]*2+（2.4+4.8+2.4）*（0.25+0.6*2）+（2.4+4.8+2.4）*（0.25+0.35*2）+（1.5+2.1）*（0.25+0.35*2）*2=366.03m2梁-钢筋：KL1：8根a.主筋:G=（3+2.1）*（4*2.47+2*1.58+1*1.21）*8=581.0Kgb.箍筋：l=[（0.25-0.06）+（0.35-0.06）]*2-0.10=0.86n=(5.1-0.06)/0.2+1=26.2G=0.398*l*n*8=74.0Kgc.钢筋小计：581.0+74.0=655.0KgKL2：4根a.主筋:G=（3+2.1）*（4*2+4*2.98+1*2.47）*4=458.2Kgb.箍筋：l=[（0.25-0.06）+（0.45-0.06）]*2-0.10=1.06n=(5.1-0.06)/0.2+1=26.2G=0.398*l*n*4=46.0Kgc.钢筋小计：458.2+46.0=504.2KgKL3：6根a.主筋:G=[3*(2*2.47+4*3.85+2*3.85+2*2.98)]*6=612.0Kgb.箍筋：l=[（0.25-0.06）+（0.35-0.06）]*2-0.10=0.86n=(3-0.06)/0.2+1=15.7G=0.398*l*n*6=32.90Kgc.钢筋小计：612.0+32.90=644.9KgKL4：2根a.主筋: G=3*(2*2+4*2.98+2*2.98+2*2.47)*2=146.1Kgb.箍筋：l=[（0.25-0.06）+（0.35-0.06）]*2-0.10=0.86n=(3-0.06)/0.2+1=15.7G=0.398*l*n*2=11.00Kgc.钢筋小计：146.1+11.00=157KgKL5：4根a.主筋:G=（2.1+1.5）*（2*2.47+1*3.85+2*2.47）*4=198.0Kgb.箍筋：l=[（0.25-0.06）+（0.45-0.06）]*2-0.10=1.06n=(3.6-0.06)/0.2+1=16G=0.398*l*n*4=27.70Kgc.钢筋小计：198.0+27.70=225.7KgKL6：10根a.主筋:G=2.1*(2*2+2*2.98+1*2.47+2*2+2*2.98)*10=470.19Kgb.箍筋：l=[（0.25-0.06）+（0.45-0.06）]*2-0.10=1.06n=(2.1-0.06)/0.2+1=11.2G=0.398*l*n*10=50.63Kgc.钢筋小计：470.19+50.63=520.82KgKL7：6根a.主筋:G=（3.3+3.3）*（2*3.85+3*3.85+2*2.472+2*2）*6=1116.32Kgb.箍筋：l=[（3.3+3.3）-0.06]*2-0.10=12.98n=(6.6-0.06)/0.2+1=4.27G=0.398*l*n*6=132.35Kg c.钢筋小计：1116.32+132.35=1248.67KgKL8：8根a.主筋:G=4.8*（2*2.47+1*1.21+2*2.47+3*1.58）*8=607.87Kgb.箍筋：l=[（0.25-0.06）+（0.35-0.06）]*2-0.10=0.86n=(4.8-0.06)/0.2+1=24.7G=0.398*l*n*8=68.46Kgc.钢筋小计：607.87+68.46=676.33KgKL9：16根a.主筋:G=4.8*（2*2.47+1*1.21+2*2.47+3*1.58）*16=1215.74vb.箍筋：l=[（0.25-0.06）+（0.35-0.06）]*2-0.10=0.86n=(4.8-0.06)/0.2+1=24.7G=0.398*l*n*16=136.91Kgc.钢筋小计：1215.74+136.91=1352.65KgKL10：8根a.主筋:G=4.8*（2*1.58+1*1.21+2*1.58）*8=289.15Kgb.箍筋：l=[（0.25-0.06）+（0.3-0.06）]*2-0.10=0.76n=(4.8-0.06)/0.2+1=24.7G=0.398*l*n*8=60.50Kgc.钢筋小计：289.15+60.50=349.65KgKL11：4根a.主筋:G=3.3*（2*1.58+3*1.58）*4=104.28b.箍筋： l=[（0.25-0.06）+（0.45-0.06）]*2-0.10=1.06n=(3.3-0.06)/0.2+1=17.2G=0.398*l*n*4=30.38Kgc.钢筋小计：104.28+30.38=134.66KgKL12：4根a.主筋:G=2.1*（2*0.888+2*1.21）*4=35.25Kgb.箍筋：l=[（0.25-0.06）+（0.45-0.06）]*2-0.10=1.06n=(2.1-0.06)/0.2+1=11.2G=0.398*l*n*4=20.25Kgc.钢筋小计：35.25+20.25=55.5KgKL13：1根a.主筋:G=(2.4*2+4.8)*（2*2+1*1.21+2*2+3*1.58）*1=133.92b.箍筋：l=[（0.25-0.06）+（0.35-0.06）]*2-0.10=0.86n=(2.4*2+4.8-0.06)/0.2+1=48.7G=0.398*l*n*1=16.77Kgc.钢筋小计：133.92+16.77=150.69KgKL14：1根a.主筋:G=(2.4*2+4.8)*（2*2.98+2*2+2*2.98*2+1*2.47）*1=233.76Kgb.箍筋：l=[（0.25-0.06）+（0.6-0.06）]*2-0.10=1.36n=[(2.4*2+4.8)-0.06)]/0.2+1=48.7G=0.398*l*n*1=26.52Kgc.钢筋小计：233.76+26.52=260.28KgKL15：2根 a.主筋:G=1.5*（3*1.21+2*1.21+3*1.58）*2=32.37Kgb.箍筋：l=[（0.25-0.06）+（0.35-0.06）]*2-0.10=0.86n=[1.5-0.06)]/0.2+1=8.2G=0.398*l*n*2=6.16Kgc.钢筋小计：32.37+6.16=38.53Kg钢筋总计：6974.38Kg梁-混凝土：V=（0.35*0.25*5.1*6+3.3*0.25*0.3*10+4.8*0.25*0.35*12+3.6*0.25*0.45*5+4.8*0.25*0.3*4+3*0.25*0.45*2+3.3*0.25*0.45*2*2+9.6*0.25*0.6+9.6*0.25*0.35+3.6*0.25*0.35=47.526m32.3.3楼板：预应力空心板S=3.3*5.1*8+4.8*3.6*8+3.0*4.8*8+2.1*4.8*8+1.5*3*3+3.3*4.5*5+3.3*5.1*5+3.3*2.1*2+2.4*3.6*2+4.8*3.6=689.04m22.4顶层柱、梁、楼板工程量2.4.1柱-模板：Z-1：18b*h=0.45*0.45h=3.6-0.45S=18*0.45*（3.6-0.45）*4=102.06m2Z-2：6b*h=0.45*0.45h=3.6-0.45S=6*0.45*（3.6-0.45）*4=34.02m2Z-3：8b*h=0.45*0.45h=3.6-0.45S=8*0.45*（3.6-0.45）*4=45.36m2Z-4：4b*h=0.45*0.45h=3.6-0.45S=4*0.45*（3.6-0.45）*4=22.68m2 柱-模板总计：204.12m2柱-钢筋：G=（52+39+15+15）*18+（38+28+15+15）*6+（49+37+151+93）*8+（113+96+291+598）*4=9786Kg柱-混凝土：V=18*0.45*0.45*（3.6-0.45）+6*0.45*0.45*（3.6-0.45）+8*0.45*0.45*（3.6-0.45）+4*0.45*0.45*（3.6-0.45）=22.964m32.4.2梁的工程量同第三层梁-模板：S=366.03-（0.6*2+0.25）*9.6*2-（0.35*2+0.25）*1.5*2=335.34m2梁-钢筋：G=6974.38-（6*2.98+1*2.47+2*2.0）*9.6*2-2*0.398*1.36*49=6453.815Kg梁-混凝土：V=47.526-0.6*0.25*9.6*2-0.35*0.25*1.5*2=44.384m32.4.3楼板：预应力空心板S=3.3*5.1*8+4.8*2.1*8+4.8*3*8+3.6*4.8*8+3.3*2*（5.1+5.1+1.5）=543.6m2 第三章砌体结构工程量3.1底层3.1.1墙量：门面积：Sm=1.2*2.1*1+0.9*2.1*16=32.76m2窗面积：Sc=12*2.4*1.8+10*1.5*1.8+1*2.4*0.9=81m3墙体面积：S=（4.35-0.45）*（10.2*4+6.6*4+19.2*4+6.6*6+9.6*6+5.7*6+7.8*2+3.6+3.0*2+3.9）-Sm-Sc=1073.79m3V=0.24S=0.24*1073.79=257.710m3墙体抹灰面积：S抹灰=2S=2*1073.79=2147.58m23.1.2楼地面：找平层：V=FH=0.02*583.38=11.668m2底面抹灰：V=FH=0.01*583.38=5.834m23.2三层3.2.1墙量门面积：Sm=10*0.9*2.1+2*1.5*2.1+2*1.2*2.1=30.24m2窗面积：Sc=12*2.4*1.8+10*1.5*1.8+2*1.2*1.2=81.72m2墙体面积：S=（3.6-0.45）*（10.2*4+6.6*4+19.2*4+6.6*2+9.6*4+3.3*4+4.8*4*2+3.3*2+1.5*2+9.6）-Sm-Sc=727.2m2V=0.24S=0.24*727.2=174.528m3墙体抹灰面积： S抹灰=2S=2*727.2=1454.4m23.2.2楼地面找平层：V=FH=0.02*689.04=13.781m2底面抹灰：V=FH=0.01*689.04=6.89m23.3顶层3.3.1墙量门面积：Sm=10*0.9*2.1+2*1.2*2.1=23.94m2窗面积：Sc=12*2.4*1.8+8*1.5*1.8=73.44m2墙体面积：S=2*（3.6-0.45）*[4.8*4*2+6.6*2+3.3+4.8*4+6.6+（2.1+3+3.6+1.5）*2+6.6+3.3*2+（5.1+3+3.6）*2]-Sm–Sc=770.13m2V=0.24S=0.24*770.13=184.83m3墙体抹灰面积：S抹灰=2S=2*770.13=1540.26m23.3.2屋面：底面抹灰：V=FH=0.01*543.6=5.44m2水泥砂浆找平：V=FH=543.6*0.02=10.872m2二布六油氯丁胶沥青：S=543.6m2细石混凝屋面：V=FH=543.6*0.05=27.18m33.4女儿墙3.4.1墙量S=1.2*（3.3+25.8+2.1+5.1+3+6.6+1.5+4.8*4+3+3.3+2.1+5.1+4.5）*2=203.04m2 V=0.24S=48.730m33.4.2抹灰S抹灰=2S=406.08m2第四章脚手架工程量F=（68.04+0.24+21.24+0.24）*20.7*2=3716.064 附表：1-5层工程量总计层数名称单位工程量基础场地平整m31818.290人工成孔灌注状人工挖孔m3401.294桩筋Kg11556.5桩基础m3315.66地梁模板m2222.87钢筋Kg5736.411混凝土m334.4一（二）层柱模板m2308.88钢筋Kg12430混凝土m334.827梁模板m2371.04钢筋Kg6365.73混凝土m335.325楼板预应力空心板m2583.38楼板找平m311.668地面抹灰m35.834墙体砌筑m3257.710墙面抹灰m22147.58门半玻平开门m232.76窗铝合金推拉门m281 三（四）层柱模板m2239.4钢筋Kg11700混凝土m327.122梁模板m2366.03钢筋Kg6974.38混凝土m347.526楼板预应力空心板m2689.04楼板找平m313.781地面抹灰m36.890墙体砌筑m3174.528墙面抹灰m21454.4门半玻平开门m230.24窗铝合金推拉门m281.72顶层柱模板m2204.12钢筋Kg9786混凝土m322.964梁模板m2335.34钢筋Kg6453.815混凝土m344.384屋面预应力空心板m2543.6底面抹灰m35.44水泥砂浆找平m310.872二布六油氯丁胶沥青m2543.6细石混凝屋面m327.18墙体砌筑m3184.83墙面抹灰m21540.26 门半玻平开门m223.94窗铝合金推拉门m273.44女儿墙砌筑m348.730墙面抹灰m2406.08脚手架m23716.064'