工程量计算表样板

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*0.2 9*3.6 *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*0.2 92*3.6 )*0.1=184.89 M34人工双轮车运 土184.89M3工程量同序

2、号 35基地钎探436.30M2S 钎探(29.7+0.71*2)*(12.6+0.71*2)= 436.30M26原土打夯436.30M2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*

3、0.24*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 M31 0M5 水泥砂浆砖 基础3239.31 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)*7

4、0.44=74.81 M33V1-10.24*3.9+0.007875*2*(2+1)-1*58.92=57.47 M3V楼梯基础墙(1.48-0.12)*(3.9-0.22)*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 M31 1装载机装土，自 卸车回运十1663.99 M3工程量同序号 21 2人工双轮车回 运土184,89 M3工程量同序号 31 3亏土运100.07 M33V1848.88-(1551.66+143.08)*1.15=-100.07 M31 4基础回填1551.66 M3V基槽回填1848.88-73.32-223.9

5、=1551.66 M31 5房心回填土143.08 M3V房心回填(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 M31 6M5 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 MV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

6、*9+2.7*1.5*2)*0.365=101.41 M3(2)外墙构造柱体积：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 M3V24O*I5OQL(29.7+12.6)*2-0.365*16-0.24*2*0.24*0.15*4=11.27 M3V365*i50QL (85.08-0.24*18)*0.365*0.1

7、5=4.42 M3 外墙过梁体积：14.43 M3V过梁(1.8+0.25*2)*(72+17)*0.365*0.18+(1.5+0.25*2)*9*0.365*0.15=14.43 M3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 M31 7M5混合沙浆砌 一砖墙359.67 M3V净体积 470.97-46.86-15.21-22.07-3.63-2.34-10.15-11.19=359.67 MV毛体积 (70.44+58.92)*15.17*0.24=470.92 M3应扣除；(1)墙门窗洞口体积：22.07 M

8、3V熾门洞【(1*2.7*13)+(1*2.4*56)+ ( 0.9*2.4*8)+( 0.9*2.7*2)+(1.2*0.6*5)】*0.24=46.86M3(2)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)墙圈梁体积:22.07V-(70.44+58.92)-(3-0.12*2)-(0.365*8+0.24*2)*0.

9、24*0.15*5-(3.3-0.12*2)*0.15*0.24=22.07 M3(4)墙预制过梁体积;3.63 M3V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)墙板头体积;11.19 M3V板头(70.44+58.92)-(3-0.12*2)*0.12*0.24

10、-(29.7-0.12*2)*0.12*0.24*4=11.19 M31 8M7.5 混合沙浆砌女儿墙24.13 M3V如墙(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 M31 9M7.5 水泥沙浆 砌1/2 墙2.53M3V1/2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小更池挡墙1.2*0.115*1.7*5=1.17 M32 1M7.5 水泥沙浆砌水槽腿1.44 M3V水槽腿(0.5*0.115*0.

11、55+0.5*0.115*0.45)*5*5=1.44 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

12、*2)*4+(0.242+0.03*0.24*2)*2=28.325 M3V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 M3V 1.26*0.242*24=1.74M32 7C20 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337.58M3V圈梁体积4.42+11.28+22.17-0.11-0.18=37.58lMV五层圈梁(85.08-

13、0.24*18)*0.365*0.15=4.42M3Vi-4层外圈梁体积(29.7+12.6)*2-0.365*16-0.24*2*0.24*0.15*4=11.28M3Vi-5层圈梁体积(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-

14、0.24)*0.2*0.35+(3-0.24)*0.2*0.35*5=1.18M330C20 砼雨蓬梁0.86M3V雨蓬梁(2.7*2-0.24*2)*0.48*0.365=0.86M33 1C20 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.仁3.4

15、3M3V现浇带总12.01+3.43=15.44M333C20 砼现浇楼 层平台0.67M3V楼层平台 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=1.85M337

16、C15 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预制过梁场运 输17.86M3工程量同序号 394 1C30 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=105.0123VYB2.12.1*(1.18+1.16)*0.12/

17、2-(0.076/2)2*3.1416*12*105=18.95M3VYB3.3.13.3*(1.18+1.16)*0.12/2-(0.076/2)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*3 仁 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=0.19M3VYB36.1 3.6*(1.18+1.16)*0.12

18、/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*3.1416*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 池场运输3.47 M3工程量同序号

19、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 M34 7预制水磨石隔1.91 M3工程量同序号 46板场运输48成品水磨石拖 布池购运5 个49成品拖布池安 装0.17 M3V (0.62*0.45-0.552*0.425)*5=0.17 M350现浇基础梁钢 筋 121295.05 6 201.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/

20、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=1.24MN 85.08/0.3+(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=201.06KG5 1现浇构造柱钢 筋 12 3258.23 651.8纵筋 12: L单纵筋(15.17+4.2-0.1-0.025+0.2*2+54.6*0.012*5)=22.92M N 6*24+4*4=1

21、60 根G 纵筋总22.92*160*122*0.00617=3258.23KG 6250L360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)/0.25+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 12156.09 6 49.26纵筋 12: L单

22、纵筋1.2=0.12+0.15-0.025-0.015+0.2*2=1.83M N根数4*24=96 根G 纵筋总1.83*96*122*0.00617=156.09KG 6150L 单0.24*4+0.006*10*2=0.84MN 根(1.2+0.12-0.015)/0.15+2824=264 个G 箍筋总 0.84*264* 6*6*0.00617=49.26KG53现浇单梁钢筋 22 851.04 20-201.06 14257.73 12 38.38 6143.7 1041.52L14 22L 单5.1+0.12*2-0.025*2+15*0.022*2=5.95M L 总5.95*

23、4=23.8MG 总222*0.00617*23.8=710.73KG2 14L 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=138.1KG 6200L 单(0.25+0.5)*2+0.006*10*2-0.025*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3 20L 单(3.3+0.12*2-0.025*2+15*0.020*2=4.09M L 总4.09*3=12.27MG 总202*

24、0.00617*12.27=152.93KG2 12L 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=6.84KG 6200L 单(0.2+0.35)*2+0.006*10*2-0.025*8=1.02MN 根(3.3-0.12*2)/0.2+1=17 根G 箍筋总 (1.02*17)* 6*6*0.00617=3.85KGL32 12L 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=31.54KG3 20

25、L 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=140.31KG 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)*5* 6*6*0.00617=16.99KG 首层 TL4 10L 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

26、.2+0.24)*2+0.006*10*2-0.025*8=0.8M N 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 TL2 10L 单(3+0.12*2-0.025*2)+15*0.01*2+0.01*10*2=3.69M L 总3.69*2=7.38MG 总102*0.00617*7.38*8=36.46KG3 14L 单(3+0.12*2-0.025*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

27、.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 14 14.85KG 2048.13KG 6 12.24KG2 14L 单2.7-0.025*2+15*0.014*2=3.07 M L 总3.07*2*2=12.28MG 总142*0.00617*12.28=14.85KG3 20L 单2.7-0.025*2+15*0.02*2=3.25 ML 总3.25*3*2=19.5MG 总202*0.00617*19.5=48.13KG 615

28、0L 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 12 79.11KG 6 7.54KG 12100L 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+仁 28 根L 总1.59*28=44.52MG 总122*0.00617*44.52=79.11KG 6200L 单2.7-0.015*2+0.05*2+0.06-0.015*2

29、*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 102233.1 6 396.96360 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=1882.96KG 6L 单0.36-0.015*2+(0.12-0.015)*2+(0.36-0.015

30、*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&*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=98.04KG 6200L 单0.58-0.015*2+(0.12-0.015)*2+(0.58-0.015*2+0.006*10*2)=1.43M N 根(2.1/0.2+1)*

31、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=98.04KG 6200L 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)*1

32、2*5=136.2MG 总102*0.00617*136.2=84.04KG 6200L 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 8 321.09 6 62.14 4 50.843.6M 开间板筋 8180L 单(0.12-0.115)+10*0.008+3.6-0.015*2+(0.12-0.03)*0.286=3.78M N根(5.1-0.24)/0.18+1 =

33、28 根L 总3.78*28=105.84MG 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=153.91KG 4 分布筋 300L 单(5.1-0.015*2)+10*0.004*2=5.15M钢筋N 根-(3.6-0.24)/0.3+1+ (3.3-0.24)/0.3+1=25 根L 单-L 总5.15*25=1

34、28.75MG 总42*0.00617*128.75=50.84KG 扣筋 62000.4-0.12*2-0.015+(0.12-0.015)*2 =0.72MN 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 =1.25ML 总1.25*26=32.5MG 总62*0.00617*32.5*4=28.88KG58C20 现浇砼压 顶钢筋 6 79.17KG压顶上部 1#筋 3 6L 总(12.6+29.7+0.24*2)*2*3+(0

35、.18-0.015+10*0.006)*6*4=262.08M G总62*0.00617*262.08=58.21KG压顶上部 2#筋 6300L 单0.36-0.015*2=0.33MN 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 6 44.89KG1. 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)

36、+(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*0.00617*(12.36+13.35+12.45)=20.96KG60现浇楼梯钢筋 8 47.28 6191.06 10139.89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=17.52M G82*0.00617*17.52=6.92KG首跑低端扣筋 6200L

37、1+(0.2-0.025+10*0.006)+0.12-0.015*8=10.72M2G62*0.00617*10.72=2.38KG 首跑高端扣筋 6200L 1+0.4*37.2*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 6200L 1.45-0.12-0.015*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*

38、7=119.50KG标准跑底版短筋 8 每跑一根L 1.45-0.12-0.015*2+10*0.006*2*10=14.6MG82*0.00617*14.6*7=40.36KG标准跑低端扣筋 6200L 0.8+(0.1-0.015+37.2*0.006+10*0.006)*8=9.35MG62*0.00617*9.35*7=14.54KG 标准跑咼端扣筋 6200L 0.8+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 6L 1.45-0.12-0.015*2+10*0.006*2*

39、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=43.26ML 1.2-0.015+0.1+10*0.006*2*15=21.08ML 1.2-0.015+0.1+10*0.006*2+(0.2-0.015*2)*15=23.63MG62*0.00617*(43.26+21.08+23.63)=78.16KG6 1现浇圈梁钢筋 6 725.12 125404.51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

40、*4=558.01ML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+(0.24/2-0.025+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

41、根L总1.01*284=286.84M墙 L单(0.18+0.24)*2+0.006*10*2-0.025*8=0.76MN根(540.24)/0.3+1 *8+(5.1-0.24)/0.3+1 *6+(29.7-0.24)/0.3+1 *2=460根L总0.76*460=349.90MG62*0.00617*(286.84+349.60)=141.37KG15 层墙圈梁钢筋纵筋 4 12L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

42、)*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墙圈梁箍筋 6300墙 L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*1571.5 仁 349.06KG14 层外墙圈梁纵筋 4 12L外墙纵筋(85.08*4)+(0.24/2-0.025)*8*4+54.6*

43、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+12.6)*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 6 12L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 630

44、0L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 6 6 2723.741.外墙丁字处 18处,2直 2弯.墙丁字处14 处.1 直 2 弯,外墙一字处 2 处,3 直 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)=6821.76M60*33

45、*(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*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 6 11.37KG 1068.46KG7 10L 单(3-0.015*2+10*0.01*2)*7=22.19ML 总一 22.19*5=110.95MG102*0.00617*110.95=68.46KG 6200L 单(0

46、.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 6 89.03 10295.799 10L (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=295.79KG 6100L (0.5-0.01*2)+(0.5-0.01*2)*2+0.008*10*2*10+0.1*5*46=759M G总62*0.00617*759=299.71KG4 6L (4.

47、5 +0.5)*2-0.01*8)*2+0.2*5*4=400.8MG 总62*0.00617*400.8=89.03KG66C65C17+72=89 个2 10 L(1.8+0.5-0.01*2+10*0.01*2)=2.48MN 根6*89=534 根L 总534*2.48=1324.32MG102*0.00617*1324.32=817.11KG2 8 L-(1.8+0.5-0.01*2+10*0.008*2)=2.44MN 根6*89=534 根L 总534*2.44=1302.96MG-82*0.00617*1302.96=514.51KG箍筋 6100 61272.99L 单(0.

48、18+0.115)*2+0.006*10*2-0.01*8=0.63M65预制过梁钢筋 101238.02N 根-(1.8+0.5)/0.1+1*3*89=6408 根-62*0.00617*(0.63*6408)=896.71KG 8 777.73G 6100L单(0.06+0.115+0.006*10*2-0.01*2=0.28MN 根(2.3)/0.1+1 89=2136 根G-62*0.00617*(0.28*2136)=896.71KG3 63 6 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)

49、=142.33KG55C2 10 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=72.63KG2 8 L (1.5+0.5-0.01*2+10*0.008*2)=2.14M N 根6*9=54 根L 总54*2.14=115.56MG82*0.00617*115.56=45.63KG 6100L 单(0.15+0.115)*2+0.006*10*2-0.01*8=0.57M N 根2/0.1+1*3*9=567 根G62*0.00617*(0.57*567)=71.79KG 1

50、8M19M 过梁钢筋2 10 L(1+0.5-0.01*2+10*0.01*2)=1.68M N 根4*(13+14*4)=276 根L 总1.68*276=463.68MG102*0.00617*463.68=286.09KG2 8 L(1+0.5-0.01*2+10*0.008*2)=1.64MN 根4*(13+14*4)=276 根L 总1.64*276=452.64MG82*0.00617*452.64=178.74KG 6100L 单(0.12+0.115)*2+0.006*10*2-0.01*8=0.51M N 根1.5/0.1+1*2*69=2208 根G62*0.00617*(

51、0.51*2208)=250.12KG 39M38M 过梁钢筋2 10 L (0.9+0.5-0.01*2+10*0.01*2)=1.58M N 根 4*10=40 根L 总1.58*40=63.2MG102*0.00617*63.2=38.99KG2 8 L (0.9+0.5-0.01*2+10*0.008*2)=1.54M N 根4*(13+14*4)=276 根G82*0.00617*40*1.54=24.32KG 6100L 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2 10 L (1.2+0.5-0.01*2+