1、工程量计算表 年 月 日 第 页序号工程分项名称数量计 算 公 式1平整场地394.75M2S平30.18*13.08=394.75M22机械挖土自卸车运土1663.99M3V挖（39.7+0.6+0.9*3.6+0.71*20）*(12.6+0.6+0.71*2+3.6*0.29)*3.6+1/3*0.292*3.63*0.9=1663.99M33人工挖土方184.89M3V人挖（39.7+0.6+0.9*3.6+0.71*20）*(12.6+0.6+0.71*2+3.6*0.29)*3.6+1/3*0.292*3.63*0.1=184.89 M34人工双轮车运土184.89M3工程量同序号2、35基地钎探436.30 M2S钎探(29.7+0.71*2)*(12.6+0.71*2)= 436.30 M26原土打夯436.30 M2工程量同序号57C15砼条形基础73.32M3V基础【（5.4-0.59-0.5）*8+（5.1-0.59-0.5）*6】*0.3*1.3+(29.7-0.59*2)*2*1*0.3+85.08*0.3*1.3+93-0.65*2）*0.4*0.3=73.32 M38C20现浇混凝土柱（0.00以下）11.23 M3VGZ1（0.365*0.24+0.03*0.24）*3.9*4=1.59 M3VGZ2（0.365*0.24+0.03*0.24*3）*3.3、9*20=8.52 M3VGZ3（0.24*0.24+0.03*0.24*2）*3.9*4=1.12 M39C20砼现浇地圈梁10.75 M3V外墙地圈梁（85.08-0.24*18）*0.365*0.18=5.31 M3V内墙地圈梁(70.44+58.92-0.365*8-0.24*2)*0.24*0.18=5.44 M3V总5.31+5.44=10.75 M310M5水泥砂浆砖基础239.31 M3砖毛体积V2-20.365*3.9+0.007875*3*(3+1)*85.08=127.81 M3V1-10.24*3.9+0.007875*4*(4+1)*70.44=74.81 M3V1-4、10.24*3.9+0.007875*2*(2+1)-1*58.92=57.47 M3V楼梯基础墙(1.48-0.12)*()*0.24=1.2 M3应扣除:0.00以下构造柱体积:11.23 M3地圈梁体积:10.75 M311装载机装土,自卸车回运土1663.99 M3工程量同序号212人工双轮车回运土184,89 M3工程量同序号313亏土内运100.07 M3V1848.88-(1551.66+143.08)*1.15=-100.07 M314基础回填1551.66 M3V基槽回填1848.88-73.32-223.9=1551.66 M315房心回填土143.08 M3 V房心回填 5、(29.7-0.12*2)*(12.6-0.12*2)-(70.44+58.92+1.36)*0.24*(0.6-0.1-0.05-0.02)=143.08 M316M5混合砂浆砌1砖以上外墙310.59 M3V外墙砖工程量310.59 M3V外墙净体积471.09-101.41-28.25-15.69-14.43-0.72=310.59 M3V毛体积85.08*15.17*0.365=471.09 M3应扣除:(1) 外墙门窗洞口:101.41 M3(1)V洞口(1.8*1.8*17+1.8*1.5*72+1.5*1.5*9+2.7*1.5*2)*0.365=101.41 M3(2) 外墙构6、造柱体积:V丁字处(12处) (0.365*0.24+0.03*0.24*3)*15.17*12=19.88 M3V转角处(4处) (0.365*0.24+0.03*0.24*2)*15.17*4=6.19 M3V一字处(2处) (0.24*0.24+0.03*0.24*3)*15.17*2=2.18 M3(3)外墙圈梁体积:15.69 M3V240*150QL(29.7+12.6)*2-0.365*16-0.24*2*0.24*0.15*4=11.27 M3V365*150QL(85.08-0.24*18)*0.365*0.15=4.42 M3(3) 外墙过梁体积:14.43 M3V过梁(17、.8+0.25*2)*(72+17)*0.365*0.18+(1.5+0.25*2)*9*0.365*0.15=14.43 M3(4) 外墙雨蓬体积;0.72 M3V雨蓬梁2.7*0.4*0.365+(2.7-0.24*2)*0.365*0.4=0.72 M317M5混合沙浆砌一砖内墙359.67 M3V净体积470.97-46.86-15.21-22.07-3.63-2.34-10.15-11.19=359.67 M3V毛体积(70.44+58.92)*15.17*0.24=470.92 M3应扣除;(1) 内墙门窗洞口体积：22.07 M3V内墙门洞【（1*2.7*13）+(1*2.4*58、6)+（0.9*2.4*8）+（0.9*2.7*2）+(1.2*0.6*5)】*0.24=46.86 M3(2)内墙构造柱体积：15.21 M3V丁字处(6处) (0.365*0.24+0.03*0.24*3)*15.17*6=9.94 M3V一字处(2处) (0.24*0.24+0.03*0.24*2)*15.17*2=2.18 M3V转角处(2处) (0.365*0.24+0.03*0.24*2)*15.17*2=3.09M3(3)内墙圈梁体积:22.07 V-(70.44+58.92)-(3-0.12*2)-(0.365*8+0.24*2)*0.24*0.15*5-(3.3-0.12*29、)*0.15*0.24=22.07 M3(4)内墙预制过梁体积;3.63 M3V内墙过梁(1+0.25*2)*(13+56)+(0.9+0.25*2)*(8+2)+(1.2+0.25*2)*5*0.24*0.12=3.63 M3(5)首层门洞体积:2.34 M3V首层门洞(3.3-0.12*2)*(3.3-0.12)*0.24=2.34 M3(6)楼梯空圈体积:10.05 M3V空圈(3-0.12*2)*15.17*0.24=10.05 M3(7)内墙板头体积;11.19 M3V板头(70.44+58.92)-(3-0.12*2)*0.12*0.24-(29.7-0.12*2)*0.12*0.10、24*4=11.19 M318M7.5混合沙浆砌女儿墙24.13 M3V女儿墙(29.7+12.6+0.12*2*2)*1.26*0.24*2-(0.24*0.24+0.03*0.24*2)*0.24*1.26=24.13 M319M7.5水泥沙浆砌1/2内墙2.53M3V1/2内墙1.5*15.17*0.115-0.12*1.5*0.115*4=2.53 M320M7.5水泥沙浆砌小便槽挡墙1.17 M3V小便池挡墙1.2*0.115*1.7*5=1.17 M321M7.5水泥沙浆砌水槽腿1.44 M3V水槽腿(0.5*0.115*0.55+0.5*0.115*0.45)*5*5=1.44 11、M322M7.5水泥沙浆砌厕所蹲台2.93M3V厕所蹲台0.15*3*1.3*5=2.93M323清水墙外墙加浆钩缝1:11204.36M2S钩缝(17.1-1.7-1.6+0.06*2)*(29.7+0.48+12.6+0.48)*2=1204.36 M3241:3水泥沙浆防潮层62.10M2S防潮层85.08*0.365+(70.44+58.92)*0.24=62.10 M225C20钢筋砼柱43.46 M3V外墙柱15.17*(0.365*0.24+0.03*0.24*3)*12+(0.365*0.24+0.03*0.24*2)*4+(0.242+0.03*0.24*2)*2=28.2512、 M3V内墙柱 15.17*(0.365*0.24+0.03*0.24*3)*6+(0.242+0.03*0.24*2)*2+(0.365*0.24+0.03*0.24*2)*2=15.21 M326C20现浇砼柱(女儿墙)1.74 M3V1.26*0.242*24=1.74M327C20砼现浇单梁6.08M3V单梁(5.1-0.12*2)*0.25*0.5*10=6.08M328C20现浇钢筋砼圈梁37.58M3V圈梁体积4.42+11.28+22.17-0.11-0.18=37.58M3V五层圈梁(85.08-0.24*18)*0.365*0.15=4.42M3V1-4层外圈梁体积(29.13、7+12.6)*2-0.365*16-0.24*2*0.24*0.15*4=11.28M3V1-5层内圈梁体积(70.44+58.92)-(3-0.12*2)-(0.365*8+0.24*2)*0.24*0.15*5=22.17 M3V应扣除首层门厅0.11M3,雨蓬梁体积0.18M3V门厅(3.3-0.24)*0.2*0.35+(3-0.24)*0.2*0.35*5=1.18M3V雨蓬梁(2.7*2-0.24*2)*0.24*0.15=0.18M329C20现浇钢筋砼过梁1.18M3V现浇过梁(3.3-0.24)*0.2*0.35+(3-0.24)*0.2*0.35*5=1.18M330C214、0砼雨蓬梁0.86M3V雨蓬梁(2.7*2-0.24*2)*0.48*0.365=0.86M331C20砼平板16.89M3V平板(3.6+3.3)*5.1*0.12*4=16.89M332C20砼带15.44M3V1-4层现浇带0.36*29.7+(29.7-9.9)*0.36*0.12*4+2.1*(0.36*4+0.58+0.53+0.4)*0.12*4=12.01M3V五层现浇带0.36*29.7*2*0.12+(0.36*4+0.58+0.53+0.4+0.48)*0.12*2.1=3.43M3V现浇带总12.01+3.43=15.44M333C20砼现浇楼层平台0.67M3V楼层平15、台0.7*0.08*3*4=0.67M334C20现浇砼雨篷0.57M3V雨篷(0.08+0.12)/2*2.7*1+(2.7-0.03*2+91-0.03)*2*0.05*0.06*2=0.57M335C20现浇钢筋砼楼梯48M2S楼梯(3-0.12*2)*(2.7+1.4+0.2)*4+(1.45-0.12)*(0.3*2-0.2)=48M236C20现浇砼女儿墙压顶1.85M3V压顶2*(29.7+0.12*2+12.6+0.12*2)*0.06*0.36=1.85M337C15现浇碎石砼台阶13.68M2S台阶(1.9*4.3-0.7*1.9)*2=13.68M238C15现浇碎石砼梯16、带0.16M3V梯带0.7*1.9*0.06*2=0.16M339C20预制碎石砼过梁制安17.86M3V外墙0.115*0.18*2.3*3*89+0.115*0.15*2*3*9+0.062*2.3*89=14.38M340预制过梁场内运输17.86M3工程量同序号3941C30予应力空心板105.01M3V空心板总18.95+77.44+6.5+0.77+0.19+0.93+0.23=105.01M3VYB2.12.1*(1.18+1.16)*0.12/2-(0.076/2)2*3.1416*12*105=18.95M3VYB3.3*(1.18+1.16)*0.12/2-(0.076/217、)2*3.1416*12*273=77.44M3VYB3.3(1)3.3*(0.88+0.86)*0.12/2-(0.076/2)2*3.1416*9*31=6.50M3VYB3.13*(1.18+1.16)*0.12/2-(0.076/2)2*3.1416*12*3=0.77M3VYB3.(1)3*(0.88+0.86)*0.12/2-(0.076/2)2*3.1416*9*1=0.19M3VYB36.13.6*(1.18+1.16)*0.12/2-(0.076/2)2*3.1416*12*3=0.93M3VYB36(1)3.6*(0.88+0.86)*0.12/2-(0.076/2)2*318、.1416*9*1=0.23M342C20砼小便池制安1.39 M3V预制小便池(3*0.55*0.25-2.55*0.35*0.15)*5=1.39 M343C20砼小便池场内运输1.39 M3工程量同序号4244C20预制盥洗池制安3.47 M3V盥洗池(0.5*4.5*0.5-0.4*0.45*4.4+0.6*0.5*4.5-0.5*0.45*4.4)*5=3.47 M345C20预制盥洗池场内运输3.47 M3工程量同序号4446预制水磨石隔板制安1.91 M3V隔板(1.25*3+0.3*2+0.15)*5*0.05*1.7=1.91 M347预制水磨石隔板场内运输1.91 M3工程19、量同序号4648成品水磨石拖布池购运5个49成品拖布池安装0.17 M3V(0.622*0.425)*5=0.17 M350现浇基础梁钢筋121295.056201.O6纵筋12:L纵筋(85.08*6)+(54.6*0.012*8*6)+(0.36/2)+15*0.012*12*4+(29.7+0.12)*2*6+(5.4+0.06)*8*6+(5.1+0.06)*6*6+(0.36/2)+15*0.012*32*6=1457.6MG纵筋1457.6*122*0.00617=1295.05KG箍筋6300L箍筋单(0.36+0.2)*2+2*0.006*10=1.24MN85.08/0.3+20、(5,4-0.3)/0.3+1*8+(5,1-0.3)/0.3+1*6+(29.7-0.24)/0.3+1*2=730个G箍筋总6*6*0.00617*730*1.24=201.06KG51现浇构造柱钢筋123258.23651.8纵筋12: L单纵筋(15.17+4.2-0.1-0.025+0.2*2+54.6*0.012*5)=22.92MN6*24+4*4=160根G纵筋总22.92*160*122*0.00617=3258.23KG6250L360柱单(0.365+0.24)*2+0.006*10*2-0.03*8=1.09MN360根数(15.17+4.2-0.3-0.025)/0.21、25+2*24=1896个L240柱单(0.24+0.24)*2+0.006*10*2-0.03*8=0.84MN240根数(15.17+4.2-0.3-0.025)/0.25+2*4=316个G箍筋总(1.09*1896+0.84*316)* 6*6*0.00617=518KG52女儿墙构造柱钢筋12156.09649.26纵筋12: L单纵筋1.2=0.12+0.15-0.025-0.015+0.2*2=1.83MN根数4*24=96根G纵筋总1.83*96*122*0.00617=156.09KG6150L单0.24*4+0.006*10*2=0.84MN根(1.2+0.12-0.01522、)/0.15+2824=264个G箍筋总0.84*264* 6*6*0.00617=49.26KG53现浇单梁钢筋22851.0420-201.0614257.731238.386143.71041.52L1422L单5.1+0.12*2-0.025*2+15*0.022*2=5.95ML总5.95*4=23.8MG总222*0.00617*23.8=710.73KG214L单5.1+0.12*2-0.025*2+15*0.014*2=5.71ML总5.71*2=11.42MG总142*0.00617*11.42=138.1KG6200L单(0.25+0.5)*2+0.006*10*2-0.023、25*8=1.42MN根(5.1-0.12*2)/0.2+1=26根G箍筋总(1.42*26)* 6*6*0.00617=82.01KGL2钢筋320L单(3.3+0.12*2-0.025*2+15*0.020*2=4.09ML总4.09*3=12.27MG总202*0.00617*12.27=152.93KG212L单(3.3+0.12*2-0.025*2+15*0.012*2=3.85ML总3.85*2=7.7MG总122*0.00617*7.7=6.84KG6200L单(0.2+0.35)*2+0.006*10*2-0.025*8=1.02MN根(3.3-0.12*2)/0.2+1=1724、根G箍筋总(1.02*17)* 6*6*0.00617=3.85KGL3212L单(3+0.12*2-0.025*2)+15*0.012*2=3.55ML总3.55*2=7.1MG总122*0.00617*7.1*5=31.54KG320L单(3+0.12*2-0.025*2)+15*0.02*2=3.79ML总3.79*3=11.37MG总222*0.00617*11.37*5=140.31KG6200L单(0.2+0.35)*2+0.006*10*2-0.025*8=1.02MN根(3-0.12*2)/0.2+1=15根G箍筋总(1.02*15)*5* 6*6*0.00617=16.99K25、G首层TL410L单(1.48+0.12-0.025*2)+15*0.01*2+0.01*10*2=2.05ML总2.05*4=8.2MG总102*0.00617*8.2=5.06KG箍筋6200L单(0.2+0.24)*2+0.006*10*2-0.025*8=0.8MN根(1.48-0.12)/0.2+1=8根G箍筋总(0.8*8)* 6*6*0.00617=1.42KG标准跑TL210L单(3+0.12*2-0.025*2)+15*0.01*2+0.01*10*2=3.69ML总3.69*2=7.38MG总102*0.00617*7.38*8=36.46KG314L单(3+0.12*2-26、0.025*2)+15*0.014*2=3.61ML总3.61*3=10.83MG总142*0.00617*10.83*8=104.78KG箍筋6200L单(0.2+0.35)*2+0.006*10*2-0.025*8=1.02MN根(3-0.12*2)/0.2+1=15根G箍筋总(1.02*15)*8* 6*6*0.00617=27.19KG54现浇雨蓬梁钢筋1414.85KG2048.13KG612.24KG214L单2.7-0.025*2+15*0.014*2=3.07 ML总3.07*2*2=12.28MG总142*0.00617*12.28=14.85KG320L单2.7-0.02527、*2+15*0.02*2=3.25 ML总3.25*3*2=19.5MG总202*0.00617*19.5=48.13KG6150L单(0.4+0.365)*2+0.006*10*2-0.025*8=1.45MN根(2.7-0.025*2)/0.15+1*2=38根G箍筋总(1.45*38) * 6*6*0.00617=12.24KG55现浇雨蓬钢筋1279.11KG67.54KG12100L单1+0.365-0.025-0.015+0.05+0.06-0.015*2+15*0.012=1.59MN根2.7/0.1+1=28根L总1.59*28=44.52MG总122*0.00617*44.528、2=79.11KG6200L单2.7-0.015*2+0.05*2+0.06-0.015*2*2+10*0.006*2=2.83MN根1/0.2+1=6根L总2.83*6=16.98MG总62*0.00617*16.98=7.54KG56现浇板带钢筋102233.16396.96360宽板带10100L总(39.7-0.015*2+10*0.01*2)*10*6=(29.7-3-3.3-3.6)-0.015*4+10*0.01*4*10*4+(2.1-0.015*2+0.01*10*2)810*20=3051.80MG总102*0.00617*3051.8=1882.96KG6L单0.36-029、.015*2+(0.12-0.015)*2+(0.36-0.015*2+0.006*10*2)=0.99MN根(29.7/0.15+1)*6+(29.7-3-3.3-3.60+2)*4+(2.1/0.2+1)*485 =1544根L总0.99*1544=1528.56MG总62*0.00617*1528.56=339.52KG580宽板带10100L总(2.1-0.015*2+10*0.01*2)*14*5=158.9MG总102*0.00617*158.9=98.04KG6200L单0.58-0.015*2+(0.12-0.015)*2+(0.58-0.015*2+0.006*10*2)=130、.43MN根(2.1/0.2+1)*5=60根L总1.43*60=85.8MG总62*0.00617*85.8=19.06KG530宽现浇带10100L总(2.1-0.015*2+10*0.01*2)*14*5=158.9MG总102*0.00617*158.9=98.04KG6200L单0.53-0.015*2+(0.12-0.015)*2+(0.53-0.015*2+0.006*10*2)=1.33MN根(2.1/0.2+1)*5=60根L总1.33*60=79.8MG总62*0.00617*79.8=17.73KG480宽现浇带10100L总(2.1-0.015*2+10*0.01*2)31、*12*5=136.2MG总102*0.00617*136.2=84.04KG6200L单0.48-0.015*2+(0.12-0.015)*2+(0.48-0.015*2+0.006*10*2)=1.23M N根(2.1/0.2+1)*5=60根L总1.23*60=73.8MG总62*0.00617*73.8=16.39KG57C20现浇砼板钢筋8321.09662.14450.843.6M开间板筋8180L单(0.12-0.115)+10*0.008+3.6-0.015*2+(0.12-0.03)*0.286=3.78MN根(5.1-0.24)/0.18+1 =28根L总3.78*28=132、05.84MG总82*0.00617*105.84=167.18KG3.3M开间板筋8180L单(0.12-0.115)+10*0.008+3.3-0.015*2+(0.12-0.03)*0.286=3.48MN根(5.1-0.24)/0.18+1 =28根L总3.48*28=97.44MG总82*0.00617*97.44=153.91KG4分布筋300L单(5.1-0.015*2)+10*0.004*2=5.15MN根(3.6-0.24)/0.3+1+ (3.3-0.24)/0.3+1=25根L总5.15*25=128.75MG总42*0.00617*128.75=50.84KG扣筋62033、0L单0.4-0.12*2-0.015+(0.12-0.015)*2 =0.72M N根(5.1-0.24)/0.2+1 *2=52根L总0.72*52=37.44MG总62*0.00617*37.44*4=33.26KG扣筋6200L单0.4*2+(0.12-0.015)*2 =1.25M L总1.25*26=32.5MG总62*0.00617*32.5*4=28.88KG58C20现浇砼压顶钢筋679.17KG压顶上部1#筋36L总(12.6+29.7+0.24*2)*2*3+(0.18-0.015+10*0.006)*6*4=262.08MG总62*0.00617*262.08=58.234、1KG压顶上部2#筋6300L单0.36-0.015*2=0.33M N根85.56/0.3 =286根L总0.36* 286=94.38MG总62*0.00617*94.38=20.96KG59现浇楼层平台钢筋644.89KG1. 底部长向钢筋6L(3-0.015*2+0.006*10*2)*4=12.36 M2. 底部短向钢筋6L(0.8-0.015*2+0.006*10*2)*15=13.35 M3.楼层平台扣筋6L(0.2+0.1-0.015) +(0.08-0.015)*2*30=12.45M4.扣筋分布6L(3-0.015*2) +0.006*2*10*4=12.36MG总62*035、.00617*(12.36+13.35+12.45)=20.96KG60现浇楼梯钢筋847.286191.0610139.89首跑地板长筋10L(3.3*1.118+0.12*2) +0.01*2*10*8=33.04MG102*0.00617*33.04=20.39KG首跑地板短筋8L(1.33-0.015*2) +0.008*2*10*12=17.52MG82*0.00617*17.52=6.92KG首跑低端扣筋6200L1+(0.2-0.025+10*0.006)+0.12-0.015*8=10.72MG62*0.00617*10.72=2.38KG首跑高端扣筋6200L1+0.4*3736、.2*0.006+25*0.006)+0.12-0.015*8=10.75MG62*0.00617*10.75=2.39KG首跑扣筋分布筋6200L1.45-0.12-0.015*2+10*0.006*2*8=11.36MG62*0.00617*11.36=2.52KG标准跑底版长筋10200L(2.7*1.118+0.12*2) +0.01*2*10*8=27.61MG102*0.00617*27.61*7=119.50KG标准跑底版短筋8每跑一根L1.45-0.12-0.015*2+10*0.006*2*10=14.6MG82*0.00617*14.6*7=40.36KG标准跑低端扣筋6237、00L0.8+(0.1-0.015+37.2*0.006+10*0.006)*8=9.35MG62*0.00617*9.35*7=14.54KG标准跑高端扣筋6200L0.8+0.4*37.2*0.006+25*0.006)+0.1-0.015*8=8.99MG62*0.00617*8.99*7=13.98KG标准跑扣筋分布筋6L1.45-0.12-0.015*2+10*0.006*2*8=11.36MG62*0.00617*11.36*7=17.66KG楼梯休息平台底部及上部钢筋6L(3-0.015*2+0.006*2*10)*7*2=43.26ML1.2-0.015+0.1+10*0.0038、6*2*15=21.08ML1.2-0.015+0.1+10*0.006*2+(0.2-0.015*2)*15=23.63MG62*0.00617*(43.26+21.08+23.63)=78.16KG61现浇圈梁钢筋6725.12125404.51地圈梁L外墙纵筋(85.08*6)+(0.36/2-0.025)*6*4+54.6*0.012*8*6+15*0.012*12*4=558.01ML内墙纵筋(5.4+0.06)*8*4+(5.1+0.06)*4*6+(0.36/2-0.025+15*0.012)*8*4+(0.36/2-0.025+15*0.012)*6*4+(0.24/2-0.039、25+15*0.012)*6*4+(29.7+0.06*2)*2*4+54.6*0.012*3*4+(0.36/2-0.025+15*0.012)*4*4=592.36MG122*0.00617*(558.01+592.36)=1022.08KG箍筋6300外墙L单(0.18+0.365)*2+0.006*10*2-0.025*8=1.01MN根85.08/0.3=284根L总1.01*284=286.84M内墙L单(0.18+0.24)*2+0.006*10*2-0.025*8=0.76MN根(5.4-0.24)/0.3+1 *8+(5.1-0.24)/0.3+1 *6+(29.7-0.2440、)/0.3+1 *2=460根L总0.76*460=349.90MG62*0.00617*(286.84+349.60)=141.37KG15层内墙圈梁钢筋纵筋412L内墙纵筋(5.4+0.06)*8*4+(5.1+0.06)*4*6+(0.36/2-0.025+15*0.012)*18*4+(0.24/2-0.025+15*0.012)*16*4+(29.7+0.06*2)*2*4+54.6*0.012*3*4*2-3*4*5-3.3*4+(0.24/2-0.025+15*0.012)*8=2901.82MG122*0.00617*2901.82=2578.21KG内墙圈梁箍筋6300内墙L41、单(0.15+0.24)*2+0.006*10*2-0.025*8=0.7MN根460-(3-0.24)/0.3-1*5-(3.3-0.24)0.3-1=2245根L总0.7*2245=1571.51MG62*0.00617*1571.51=349.06KG14层外墙圈梁纵筋412L外墙纵筋(85.08*4)+(0.24/2-0.025)*8*4+54.6*0.012*8*4+15*0.012*12*4*8*4=1472.67MG122*0.00617*1472.67=1308.44KG箍筋6300L单(0.15+0.24)*2+0.006*10*2-0.025*8=0.7MN根(29.7+142、2.6)*2/0.3=282根L总0.7*282=789.6MG62*0.00617*789.6=175.39KG五层外墙圈梁钢筋纵筋612L外墙纵筋(85.08*6)+(0.36/2-0.025)*6*4+54.6*0.012*8*6+15*0.012*12*4=558.01MG122*0.00617*558.01=495.78KG箍筋6300L单(0.15+0.365)*2+0.006*10*2-0.025*8=0.94MN根85.08/0.3=284根L总0.94*284=266.96MG62*0.00617*266.96=59.30KG62砖切体压钢筋662723.741.外墙丁字处143、8处,2直2弯. 内墙丁字处14处.1直2弯, 外墙一字处2处,3直 内墙一字处2处,2直 外墙转角处4处 3弯2.每种钢筋每层放几根 18*2+14*2+4*3=76根 18*2+14*1+2*3+2*2=60根3共放置层数(3.9/0.5-1)+(3.3/0.5-1)+(3/0.5-1)*4=33层4,每种钢筋放置长度 73*33*(2.6+0.006*10*2)=6821.76M 60*33*(2.5+0.006*10*2)=5187.60M女儿墙弯筋放置16根 直筋放置80根每种放置长度弯筋:16*(2.6+10*0.006*2)=43.52M 直筋;80*(2.5+10*0.006*44、2)=209.6ML总长6821.76+5187.6+43.52+209.6=12262.48MG62*0.00617*12262.48=2723.74KG63预制小便池钢筋611.37KG1068.46KG710L单(3-0.015*2+10*0.01*2)*7=22.19ML总22.19*5=110.95MG102*0.00617*110.95=68.46KG6200L单(0.55=10*0.006*2-0.115*2)=0.64MN根(3/0.2+1)*5=80根L总0.64*80=51.2MG总62*0.00617*51.2=11.37KG64预制盥洗池钢筋689.0310295.7945、910L(4.5-0.01*2)+(0.5-0.01*2)*2+0.01*10*2*(9*5+8*5)=479.4MG102*0.00617*479.4=295.79KG6100L(0.5-0.01*2)+(0.5-0.01*2)*2+0.008*10*2*10+0.1*5*46=759MG总62*0.00617*759=299.71KG46L(4.5 +0.5)*2-0.01*8)*2+0.2*5*4=400.8MG总62*0.00617*400.8=89.03KG65预制过梁钢筋61272.99101238.028777.7366C65C 17+72=89个210 L(1.8+0.5-0.46、01*2+10*0.01*2)=2.48MN根6*89=534根L总534*2.48=1324.32MG102*0.00617*1324.32=817.11KG28 L(1.8+0.5-0.01*2+10*0.008*2)=2.44MN根6*89=534根L总534*2.44=1302.96MG82*0.00617*1302.96=514.51KG箍筋6100L单(0.18+0.115)*2+0.006*10*2-0.01*8=0.63MN根(1.8+0.5)/0.1+1*3*89=6408根G62*0.00617*(0.63*6408)=896.71KG6100L单(0.06+0.115+047、.006*10*2-0.01*2=0.28MN根(2.3)/0.1+1 89=2136根G62*0.00617*(0.28*2136)=896.71KG3636 L(1.8+0.5-0.01*2+10*0.006*2)=2.4MN根3*89=267根G62*0.00617*(2.4*267)=142.33KG55C210 L(1.5+0.5-0.01*2+10*0.01*2)=2.18MN根6*9=54根L总54*2.18=117.72MG102*0.00617*117.72=72.63KG28 L(1.5+0.5-0.01*2+10*0.008*2)=2.14MN根6*9=54根L总54*248、.14=115.56MG82*0.00617*115.56=45.63KG6100L单(0.15+0.115)*2+0.006*10*2-0.01*8=0.57MN根2/0.1+1*3*9=567根G62*0.00617*(0.57*567)=71.79KG18M19M过梁钢筋210 L(1+0.5-0.01*2+10*0.01*2)=1.68MN根4*(13+14*4)=276根L总1.68*276=463.68MG102*0.00617*463.68=286.09KG28 L(1+0.5-0.01*2+10*0.008*2)=1.64MN根4*(13+14*4)=276根L总1.64*2749、6=452.64MG82*0.00617*452.64=178.74KG6100L单(0.12+0.115)*2+0.006*10*2-0.01*8=0.51MN根1.5/0.1+1*2*69=2208根G62*0.00617*(0.51*2208)=250.12KG39M38M过梁钢筋210 L(0.9+0.5-0.01*2+10*0.01*2)=1.58MN根4*10=40根L总1.58*40=63.2MG102*0.00617*63.2=38.99KG28 L(0.9+0.5-0.01*2+10*0.008*2)=1.54MN根4*(13+14*4)=276根G82*0.00617*4050、*1.54=24.32KG6100L单(0.12+0.115)*2+0.006*10*2-0.01*8=0.51MN根1.4/0.1+1*20=300根G62*0.00617*(0.51*300)=33.98KG42C过梁210 L(1.2+0.5-0.01*2+10*0.01*2)=1.88MN根4*5=20根L总1.88*20=37.6MG102*0.00617*37.6=23.2KG28 L(1.2+0.5-0.01*2+10*0.008*2)=1.84MN根4*5=20根G82*0.00617*20*1.84=14.53KG6100L单(0.12+0.115)*2+0.006*10*251、-0.01*8=0.51MN根1.7/0.1+1*10=180根G62*0.00617*(0.51*180)=20.39KG66预制水磨石隔板钢筋6207.51KG1.25M*1.7M6100双向L单(1.25-0.01*2+10*0.006*2) =1.35MN根1.7/0.1+1 =18根L总1.35*18*5*3=364.5ML单(1.7-0.01*2+10*0.006*2) =1.8MN根1.25/0.1+1 =14根L总1.8*14*5*3=378MG62*0.00617*(364.5*378)=164.92KG0.3M*1.7M6100双向L单(0.3-0.01*2+10*0.0052、6*2) =0.4MN根1.7/0.1+1*2*5 =180根L总0.4*180=72ML单(1.7-0.01*2+10*0.006*2) =1.8MN根0.3/0.1+1 *2*5=40根L总1.8*40=72MG62*0.00617*72*2=31.99KG0.15M*1.7M6100双向L单(0.15-0.01*2+10*0.006*2) =0.23MN根1.7/0.1+1 *5=90根L总0.23*90=20.7ML单(1.7-0.01*2+10*0.006*2) =1.8MN根0.15/0.1+1 =15根L总1.8*15=27MG62*0.00617*(20.7+27)=10.6K53、G67现浇钢筋砼构件钢筋10以内5.152T68现浇钢筋砼构件钢筋级钢筋11.419T69现浇钢筋砼构件钢筋冷拔钢筋0.051T70砖砌体加固筋2.724T71预制构件钢筋10以内4.536T72砼现场搅拌费277.37 M3V搅拌费(7.322+1.123+1.075+4.346+0.174+0.608+3.758+0.118+0.086+1.689+1.544+0.067+0.057+0.185+0.016)*10.15+4.8*2.43+1.665*1.368+1.786*10.3+10.501*1.2+(0.139+0.347)*(10.3+0.42)+0.191*(10.637+0.54、42)+(0.017*0.42)=277.37 M373屋面两毡三油防水层395.37 M2S屋防29.7*12.6+(12.6+29.7)*0.25=395.37 M274楼面一毡二油防水144.17M2S楼防(3.3+3.6-0.48)*(5.1-0.24)+(5.1-0.24)*4*0.15+(3.3+3.6-0.48)*2*0.15*4=144.17 M275屋面卷材铝合金压条84.6ML铝合金压条(29.7+12.6)*2=84.6M76成品镀锌铁皮落水管61.63ML(15.17+0.12-0.25+0.3)*4=61.63M77成品镀锌铁皮水斗4个78钢板焊制弯头落水口4个79雨蓬出水口4个80屋面1:3水泥沙浆找平层374.22M2S找平层12.6*29.7=374.22M281地面1:2:4细石砼找坡层31.20M2S找坡层(3.3+3.6-0.12*4)*(5.1-0.12*2)=31.20 M282楼面1:3水泥沙浆找平层124.80M2S找平层(3.3+3.6-0.12*4)*(5.1-0.12*2)*4=124.80 M283地面1:2:4细石砼找坡层124.80M工程量同序号8284200厚屋面加气砼块保温层74.84 M3V保温层12.6*29.7*0.2=74.84M3