工程量计算表培训资料

1、工程量计算表序号分部分项工程名称部位与编号r计算式结果1建筑面积ma见建筑施工图2474一、基础工程2机械挖土方3nr按实挖体积以淤计算834.32基础平面图土方深度：（室外地坪至垫层下表面垂直身度）1.5-0.3=1.20土方下表面长度，考虑人工作业需要每边匚作面各加宽50cm12.8+1.07+1.3+0.5+0.5=16.17土方下表面宽度：每边工作面加宽50cm38.14+0.55+0.5+0.5=39.69挖土方总体积二长X宽X高1.3X16.17X39.69=834.323CIO素混凝土垫层.3nr按垫层图不尺寸以n?计算13.94CT3(0.796X2+0.200)X(1.380

2、-0.200)X0.1X33=6.98CT4(1.5+0.2)X(1.5+0.2)X0.IX11=3.18CT5(1.9+0.2)X(1.9+0.2)X0.IX5=2.21CT6(2.4+0.2)X(1.5+0.2)X0.IX1=0.44埋入垫层中的桩的体积：0.25X0.25X0.1X180=1.13垫层总体积二CT3+CT4+CT5+CT6+桩体积：6.98+3.18+2.21+0.44+1.13=13.944基础模板（破模）ma按与承台接触面积以耐计算450.43CT3(1.18X3+0.4X3)X0.6X33=93.85CT44X1.5X0.6X11二39.60CT54X1.9X0.7

3、X5=26.60CT62X(1.5+2.4)X0.7=5.46DL1全看:5.3X5+7.6+3.8=37.9m面积：2X0.6X(5.3X5+7.6+3.8)=45.48序号分部分项工程名称部位与编号r计算式结果DL2全长：32.6+28.6+4+32.6+32.6+10.4X2+32.6+28.8+6.3X11+7.8+4.8X2)299.3in面积：2X0.4X(32.6+28.6+4+32.6+32.6+10.4X2+32.6+28.8+6.3X11+7.8+4.8X2)二239.44总表面积二承台面积+地梁面积：93.85+39.60+26.60+5.46+45.48+239.44=

4、450.435C25混凝土浇筑承台、地梁3nV按承台和地梁大样以n?计算88.77CT3(1.18+1.592)X0.3+(1.18+0.4)XI.08)4-2X0.6X33=25.13CT41.5X1.5X0.6X11二14.85CT51.9X1.9X0.7X5=12.64CT61.5X2.4X0.7=2.52埋入承台中桩的体积：0.05X0.25X0.25X180=0.56DL10.6X0.24X37.9=5.46DL20.4X0.24X299.3=28.73总体积二CT3+CT4+CT5+CT6+DL1+DL2：25.13+14.85+12.64+2.52-0.56+5.46+28.73

5、=88.776钢筋用量t按含钢量以t计算14.13承台4)12以内钢筋含量88.77X0.012=1.073.564)12以上的钢筋用量88.77X0.028=2.49地梁4)12以内钢筋含量88.77X0.036=3.2010.574)12以上的钢筋用量88.77X0.083=7.37总含钢量二承台含钢量+地梁含钢量1.07+2.49+3.20+737=14.137回填土nV按实际回填土方以卅计算731.71垫层体积：13.94承台体积55.14序号分部分项工程名称部位与编号r计算式结果地梁体积34.19埋入土中的承台上柱体积：CT30.4X0.4X0.6X33二3.17CT40.4X0.4

6、X0.6X10+0.4X0.5X0.6=1.08CT50.4X0.5X0.5+0.4X0.4X0.5X4=0.42CT60.4X0.5X0.6=0.12总体积二CT3+CT4+CT5+CT6：3.17+1.08+0.42+0.12=4.79回填土体积二开挖土方体积-垫层体积承台体积-地梁体积：父14Q4-RR77-7171二主体工程8一层柱模am按与柱实际接触面积以耐计算285.61柱模面积二柱周长X（层高.板厚）X个数KZ1(0.40+0.50)X2X(3.9-0.12)=6.80KZ2(0.4+0.5+0.4+0.4)X2X(3.9-0.12)二12.85KZ3(0.4+0.4)X2X(3

7、.9-0.12)=6.05KZ4(0.4+0.4)X2X(3.8-0.12)+(0.4+0.4)X2X(3.9-0.12)X8=54.27KZ5(0.4+0.4)X2X(3.9-0.12)X4二24.19KZ7(0.4+0.4)X2X(3.9-0.12)X7=42.34KZ8(0.4+0.4)X2X(3.9-0.12)X2=12.10KZ9(0.4+0.4)X2X(3.9-0.12)X8=48.38KZ10(0.4+0.4)X2X(3.9-0.12)X6=36.29KZ11(0.4+0.4)X2X(3.9-0.12)X3二18.14KZ12(0.4+0.4)X2X(3.9-0.12)X4=24

8、.19总柱模面积二每个柱模之和=285.61序号分部分项工程名称部位与编号r计算式结果9二层梁模m2按与梁实际接触面积以耐计算265.76每类梁的模面积二（梁底宽+（梁侧高-板厚）X2）X梁净长KL1(0.24+(0.6-0.12)X2)X(12.84-1-0.4-0.4)二13.25KL2(0.24+(0.5-0.12)X2)X(12.84-0.4X5)=10.84KL3(0.24+(0.5-0.12)X2)X(12.84-0.4X4)X2=22.48KL4(0.24+(0.5-0.12)X2)X(12.84-0.4X4)X2=22.48KL5(0.24+(0.5-0.12)X2)X(12.

9、84-0.4X5)X2=21.68KL6(0.24+(0.4-0.12)X2)X(4.8+0.24-0.4X2)X2=6.78KL7(0.24+(0.5-0.12)X2)X(7.76-0.4X2)二6.96KL8(0.24+(0.5-0.12)X2)X(12.84-0.4X5)=10.84KL9(0.24+(0.6-0.12)X2)X(6.5-1)=6.60KL10(0.24+(0.4-0.12)X2)X(38.14-0.4X7)二28.27KL14(0.24+(0.4-0.12)X2)X(10.6+0.24-0.4X4)X2二14.78KL15(0.24+(0.4-0.12)X2)X(7.6

10、-0.24-0.4)=5.57KL16(0.24+(0.4-0.12)X2)X(15.9+0.24-0.4X5-0.24)=11.12KL17(0.24+(0.4-0.12)X2)X(15.4+0.24-0.4X5)Z110.91KL18(0.24+(0.4-0.12)X2)X(4-0.28)=2.98KL19(0.24+(0.4-0.12)X2)X(7.6+0.24-0.4X4)二4.99KL20(0.24+(0.4-0.12)X2)X(2.6-0.12)=1.98KL21(0.24+(0.4-0.12)X2)X(4.04-0.8)=2.59KL22(0.24+(0.4-0.12)X2)X(

11、3.8-0.12)=2.94序号分部分项工程名称部位与编号r计算式结果KL23(0.24+(0.4-0.12)X2)X(38.14-0.4X7)=28.27LL3(0.24+(0.3-0.12)X2)X(3.0-0.24)二1.66LL4(0.24+(0.57-0.12)X2)X(12.6-0.4X4)：12.54LL6(0.24+(0.4-0.12)X2)X(5.3-0.48)=3.86LL7(0.24+(0.3-0.12)X2)X(4-0.48)二2.11LL8(0.24+(0.4-0.12)X2)X(3.8-0.48)=2.66LL9(0.24+(0.3-0.12)X2)X(2.6-0.

12、24)二1.42LL10(0.24+(0.4-0.12)X2)X(2.9-0.24)=2.13LL11(0.24+(0.3-0.12)X2)X(2.6-0.24)=1.42LL12(0.24+(0.35-0.12)X2)X(2.6-0.24)二1.65总梁模面积二每个梁模之和二265.7610一层板模m2按与板接触面积以肝计算399.67板总面积二(板长。12)X(板宽-0.12)-0.24X梁长(37.9-0.12)X(12.6-0.12)-0.24X299.28=399.6711一层楼梯木模m1按与楼梯接触面积以耐计算13.84楼梯段实际长度平方二(2.972+4.542),楼梯段实际长度

13、二5.43底面积：(1.13+0.24)X5.43=7.44侧面积：0.165X5.42-0.25X0.165X16=0.23上表面积：0.25X1.13X17=4.80休息平台面积：1.13X1.21=1.37总面积：13.8412C25浇筑一层柱m3按实际体积以淤计算28.7序号分部分项工程名称部位与编号r计算式结果柱体积二梁底面积X（柱图板KZ10.4X0.5X(3.9-0.12)=0.76KZ20.4X0.5X(3.9-0.12)+0.4X0.4X(3.8-0.12)=1.34KZ30.4X0.4X(3.9-0.12)=0.60KZ40.4X0.4X(3.8-0.12)+0.4X0.4

14、X(3.9-0.12)X8=5.43KZ50.4X0.4X(3.9-0.12)X4=2.42KZ70.4X0.4X(3.9-0.12)X7=4.23KZ80.4X0.4X(3.9-0.12)X2=1.21KZ90.4X0.4X(3.9-0.12)X8=4.84KZ100.4X0.4X(3.9-0.12)X6=3.63KZ110.4X0.4X(3.9-0.12)X3=1.81KZ120.4X0.4X(3.9-0.12)X4=2.42总体积等于每个柱体积之和=28.7013C25浇筑二层梁3rrr按实际体积以波计算31.06梁体积二梁底宽X（侧边宽-板厚）X长度KL10.24X(0.6-0.12)

15、X(12.84-1-0.4-0.4)=1.27KL20.24X(0.5-0.12)X(12.84-0.4X5)二0.99KL30.24X(0.5-0.12)X(12.84-0.4X4)X2=2.05KL40.24X(0.5-0.12)X(12.84-0.4X4)X2=2.05KL50.24X(0.5-0.12)X(12.84-0.4X5)X2=1.98kl60.24X(0.4-0.12)X(4.8+0.24-0.4X2)X2=0.57KL70.24X(0.5-0.12)X(7.76-0.4X2)=0.63KL80.24X(0.5-0.12)X(12.84-0.4X5)二0.99KL90.24X

16、(0.6-0.12)X(6.5-1)=0.63KL100.24X(0.4-0.12)X(38.14-0.4X7)二2.37KL140.24X(0.4-0.12)X(10.6+0.24-0.4X4)X2二1.21序号分部分项工程名称部位与编号r计算式结果KL150.24X(04-0.12)X(7.6-0.24-0.4)=0.47KL160.24X(0.4-0.12)X(15.9+0.24-0.4X5-0.24)=0.93KL170.24X(0.4-0.12)X(15.4+0.24-0.4X5)二0.92KL180.24X(04-0.12)X(4-0.28)=0.25KL190.24X(0.4-0

17、.12)X(7.6+0.24-0.4X4)二0.42KL200.24X(04-0.12)X(2.6-0.12)=0.17KL210.24X(0.4-0.12)X(4.04-0.8)二0.22KL220.24X(0.40.12)X(3.80.12)二0.25KL230.24+(0.4-0.12)X(38.14-0.4X7)二10.14LL30.24X(0.3-0.12)X(3.0-0.24)二0.12LL40.24X(0.57-0.12)X(12.6-0.4X4)=l.19LL60.24X(0.4-0.12)X(5.3-0.48)二0.32LL70.24X(0.3-0.12)X(4-0.48)二

18、0.15LL80.24X(0.40.12)X(3.80.48)二0.22LL90.24X(0.3-0.12)X(2.6-0.24)二0.10LL100.24X(0.4-0.12)X(2.9-0.24)二0.18LL110.24X(0.3-0.12)X(2.6-0.24)二0.10LL120.24X(0.35-0.12)X(2.6-0.24)二0.13总体积等要等于每个梁体积之和二31.0614C25浇筑二层板3nr按实际体积以波计算55.37板总长：37.9-0.24=37.66总宽：12.6-0.24=12.36序号分部分项工程名称部位与编号r计算式结果总体积二37.33X12.36X0.1

19、2=55.3715C25浇筑一层楼梯.3nV按实际体积以波计算1.81楼梯体积一楼梯侧面积X楼梯宽度(0.234+1.367)X1.13=1.8116一层柱钢筋t用含钢量以t计算4.764)12以内钢筋含量28.7X0.05Z21.444)12以上的钢筋用量28.7X0.116=3.33钢筋总量二4.7617二层梁钢筋t用含钢量以t计算4.54)12以内钢筋含量31.06X0.043=1.344)12以上的钢筋用量31.6X0.1=3.16钢筋总量二4.5018二层板钢筋t用含钢量以t计算7.924)12以内钢筋含量55.37X0.043=2.384)12以上的钢筋用量55.37X0.1=5.

20、54钢筋总量二7.9219一层楼梯钢筋t用含钢量以t计算0.224)12以内钢筋含量1.81X0.036=0.074)12以上的钢筋用量1.81X0.084=0.15钢筋总量。2220一层柱木模m按与柱实际接触面积以M计算217.73柱模面积二柱周长X(层高.板厚)X个数KZ1(0.40+0.50)X2X(3-0.12)=5.18KZ2(0.4+0.5+0.4+0.4)X2X(3-0.12)=9.79KZ3(0.4+0.4)X2X(3-0.12)=4.61KZ4(0.4+0.4)X2X(3-0.12)X9二41.47KZ5(0.4+0.4)X2X(3-0.12)X4=18.43KZ7(0.4+

21、0.4)X2X(3-0.12)X7=32.26序号分部分项工程名称部位与编号r计算式结果KZ8(0.4+0.4)X2X(3-0.12)X2=9.22KZ9(0.4+0.4)X2X(3-0.12)X8=36.86KZ10(0.4+0.4)X2X(3-0.12)X6=27.65KZ11(0.4+0.4)X2X(3-0.12)X3=13.82KZ12(0.4+0.4)X2X(3-0.12)X4=18.43总柱模面积二每个柱模之和=217.7321二层梁木模m2按与梁实际接触面积以M计算二232.49每类梁的模面积二（梁底宽+（梁侧高.板厚）X2）X梁净长KL24(0.24+(0.6-0.12)X2)

22、X(12.6-0.38-0.28-0.4X2)X2=26.74KL25(0.24+(0.5-0.12)X2)X(12.6-0.28X2-0.4X3)X2二21.68KL26(0.24+(0.5-0.12)X2)X(11.1-0.28X2-0.4X2)X2二19.48KL27(0.24+(0.5-0.12)X2)X(12.6-0.28X2-0.4X3)X2=21.68KL28(0.24+(0.5-0.12)X2)X(4.8-0.28X2)=4.24KL29(0.24+(0.37-0.12)X2)X(6.8-0.4X2)=4.44KL30(0.24+(0.37-0.12)X2)X(9.3-0.24

23、-0.4)=6.41KL31(0.24+(0.37-0.12)X2)X(15.6-0.24-0.4X3)二10.48KL32(0.24+(0.37-0.12)X2)X(7.8-0.4X2)=5.18KL33(0.24+(0.37-0.12)X2)X(10.6-0.28-0.4X2)X2=14.09KL34(0.24+(0.37-0.12)X2)X(7.6-0.24-0.4)=5.15序号分部分项工程名称部位与编号r计算式结果KL35(0.24+(0.37-0.12)X2)X(15.9-0.12-0.2-0.4X4)二10.35KL36(0.24+(0.37-0.12)X2)X(14.4-0.2

24、8-0.2-0.4X3)=9.41KL37(0.24+(0.37-0.12)X2)X(12.6-0.24)X2二18.29KL38(0.24+(0.37-0.12)X2)X(5.8+1.8-0.28X2-0.4X2)=4.62KL39(0.24+(0.37-0.12)X2)X(1.5+3.8-0.24-0.4)二3.45KL40(0.24+(0.37-0.12)X2)X(3.8-0.28X2)=2.40KL41(0.24+(0.37-0.12)X2)X(37.9-0.4X10-0.56)=24.67LL8(0.24+(0.37-0.12)X2)X(3.8-0.24)二2.63LL10(0.24

25、+(0.37-0.12)X2)X(2.9-0.24)X2Z13.94LL13(0.24+(0.37-0.12)X2)X(12.6-0.24X3)228.79LL15(0.24+(0.37-0.12)X2)X(3.8-0.24)=2.63LL16(0.24+(0.37-0.12)X2)X(2.6-0.24)二1.75总梁模面积二每个梁模面积之和=232.4922三层板模m1按与板实际接触面积以川计算393.72板总面积二(板长-0-2)X(板宽-0.12)-(2,6-0.24)X(1.5-0.24)-0.24X梁长：(37.9-0.12)X(12.6-0.12)-(2.6-0.24;X(1.5-

26、0.24)X2-0.24X299.28=393.7223一层楼梯木模am按与楼梯实际接触面积以耐计算8.97楼梯板模面积一底面积+侧面积X2楼梯板长度求得2.56m底面积：(2.56+2.3)XI.13=5.49侧面积：2.08X0.165-0.25X0.16X0.5X14=0.06序号分部分项工程名称部位与编号r计算式结果休息平台面积：(1.4+1.62)XI.13=3.41总面积二8.9724C25浇筑二层柱m。按实际体积以m，计算21.89柱体积一梁底面积X（柱身.板厚）KZ10.4X0.5X(3.0-0.12)=0.58KZ20.4X0.5X(3.0-0.12)+0.4X0.4X(3.

27、0-0.12)=1.04KZ30.4X0.4X(3.0-0.12)=0.46KZ40.4X0.4X(3.0-0.12)+0.4X0.4X(3.0-0.12)X8=4.15KZ50.4X0.4X(3.0-0.12)X4=L84KZ70.4X0.4X(3.0-0.12)X7=3.23KZ80.4X0.4X(3.0-0.12)X2=0.92KZ90.4X0.4X(3.0-0.12)X8=3.69KZ100.4X0.4X(3.0-0.12)X6二2.76KZ110.4X0.4X(3.0-0.12)X3=1.38KZ120.4X0.4X(3.0-0.12)X4=l.84总体积等于每个柱体积之和=21.8

28、925C25浇筑三层梁3nV按实际体积以波计算10.88梁体积二梁底宽X（侧边宽.板厚）X长度KL240.24X(0.6-0.12)X(12.6-0.38-0.28-0.4X2)X2=2.57KL250.24X(0.5-0.12)X(12.6-0.28X2-0.4X3)X2二1.98KL260.24X(0.5-0.12)X(11.1-0.28X2-0.4X2)X2=1.78KL270.24X(0.5-0.12)X(12.6-0.28X2-0.4X3)X2二1.98KL280.24X(0.5-0.12)X(4.8-0.28X2)二0.39KL290.24X(0.37-0.12)X(6.8-0.4

29、X2)=0.36KL300.24X(0.37-0.12)X(9.3-0.24-0.4)=0.52KL310.24X(0.37-0.12)X(15.6-0.24-0.4X3)二0.85KL320.24X(0.37-0.12)X(7.8-0.4X2)=0.42序号分部分项工程名称部位与编号r计算式结果KL330.24X(0.37-0.12)X(10.6-0.28-04X2)X2=1.14KL340.24X(0.37-0.12)X(7.6-0.24-0.4)=0.42KL350.24X(0.37-0.12)X(15.9-0.12-0.2-0.4X4)=084KL360.24X(0.37-0.12)X

30、(14.4-0.28-0.2-0.4X3)二0.76KL370.24X(0.37-0.12)X(12.6-0.24)X2=1.48KL380.24X(0.37-0.12)X(5.8+1.8-0.28X2-0.4X2)=0.37KL390.24X(0.37-0.12)X(1.5+3.8-0.24-0.4)二0.28KL400.24X(0.37-0.12)X(3.8-0.28X2)二0.19KL410.24X(0.37-0.12)X(37.9-0.4X10-0.56)二2.00LL80.24X(0.37-0.12)X(3.8-0.24)二0.21LL100.24X(0.37-0.12)X(2.9-

31、0.24)X2二0.32LL130.24X(0.37-0.12)X(12.6-0.24X3)二0.71LL150.24X(0.37-0.12)X(3.8-0.24)=0.21LL160.24X(0.37-0.12)X(2.6-0.24)二0.14总梁模面积二每个梁模面积之和=10.8826C25浇筑三层板3nr按实际体积以分计算55.37板总长：37.9-0.24=37.66总宽：12.6-0.24=12.36总体积：37.33X12.36X0.12=55.3727C25浇筑一层楼梯nV按实际体积以波计算1.81楼梯体积一楼梯侧面积X楼梯宽度(0.234+1.367)XI.13=1.8128二

32、层柱钢筋t用含钢量以t计算3.634)12以内钢筋含量序号分部分项工程名称部位与编号r计算式结果21.89X0.05=1.094)12以上的钢筋用量21.89X0.116=2.54钢筋总量二3.6329二层梁钢筋t用含钢量以t计算1.564>12以内钢筋含量10.88X0.043=0.474)12以上的钢筋用量10.88X0.1=1.09钢筋总量二1.5630三层板钢筋t用含钢量以t计算7.924)12以内钢筋含量55.37X0.043=2.384)12以上的钢筋用量55.37X0.1=5.54钢筋总量二7.9231二层楼梯钢筋t用含钢量以t计算0.224)12以内钢筋含量1.81X0.

33、036=0.074)12以上的钢筋用量1.81X0.084=0.15钢筋总量二0.2232二层柱木模m1按与柱实际接触面积以耐计算202.61柱模面积二柱周长X（层高.板厚）X个数KZ1(0.40+0.50)X2X(2.8-0.12)=4.82KZ2(0.4+0.5+0.4+0.4)X2X(2.8-0.12)=9.11KZ3(0.4+0.4)X2X(2.8-0.12)=4.29KZ4(0.4+0.4)X2X(2.8-0.12)X9=38.59KZ5(0.4+0.4)X2X(2.8-0.12)X4=17.15KZ7(0.4+0.4)X2X(2.8-0.12)X7=30.02KZ8(0.4+0.4

34、)X2X(2.8-0.12)X2=8.58KZ9(0.4+0.4)X2X(2.8-0.12)X8=34.30KZ10(0.4+0.4)X2X(2.8-0.12)X6=25.73序号分部分项工程名称部位与编号r计算式结果KZ11(0.4+0.4)X2X(2.8-0.12)X3=12.86KZ12(0.4+0.4)X2X(2.8-0.12)X4=17.15总柱模面积二每个柱模之和=202.6133四层梁木模m1按与梁实际接触面积以耐计算196.13每类梁的模面积二（梁底宽+（梁侧高-板厚）X2）X梁净长KL24(0.24+(0.6-0.12)X2)X(12.6-0.38-0.28-0.5-0.4)

35、=13.25KL25(0.24+(0.5-0.12)X2)X(12.6-0.28X2-0.4X3)二10.84KL26(0.24+(0.5-0.12)X2)X(12.6-0.4X4)X4二44KL27(0.24+(0.5-0.12)X2)X(12.6-0.28X2-0.4X3)X2=21.68KL28(0.24+(0.5-0.12)X2)X(4.8-0.28X2)=4.24KL29(0.24+(0.37-0.12)X2)X(7.8-0.4X2)=5.18KL31(0.24+(0.37-0.12)X2)X(15.1-0.24-0.4X3)=10.11KL32(0.24+(0.37-0.12)X2

36、)X(7.8-0.4X2)=5.18KL33(0.24+(0.37-0.12)X2)X(10.6-0.4X3)X2二13.91KL34(0.24+(0.37-0.12)X2)X(7.6-0.24-0.4)=5.15KL37(0.24+(0.37-0.12)X2)X(2.6-0.24)X2=3.49KL38(0.24+(0.37-0.12)X2)X(7.6-0.4X3)=4.74KL40(0.24+(0.37-0.12)X2)X(3.8-0.28X2)=2.40KL42(0.24+(0.37-0.12)X2)X(7.8-0.4X2)=5.18KL11(0.24+(0.37-0.12)X2)X(3

37、.8-0.2-0.28)=2.46序号分部分项工程名称部位与编号r计算式结果KZ50.4X0.4X(2.8-0.12)X4=L72KZ70.4X0.4X(2.8-0.12)X7=3.00KZ80.4X0.4X(2.8-0.12)X2=0.86KZ90.4X0.4X(2.8-0.12)X8=3.43KZ100.4X0.4X(2.8-0.12)X6=2.57KZ110.4X0.4X(2.8-0.12)X3=1.29KZ120.4X0.4X(2.8-0.12)X4=L72总体积等于每个柱体积之和=20.3737C25浇筑四层梁3nr按实际体积以m，计算16.84梁体积二梁底宽X（侧边宽-板厚）X长度

38、KL240.24X(0.6-0.12)X(12.6-0.38-0.28-0.5-0.4)=1.27KL250.24X(0.5-0.12)X(12.6-0.28X2-0.4X3)=0.99KL260.24X(0.5-0.12)X(12.6-0.4X4)X4=4.01KL270.24X(0.5-0.12)X(12.6-0.28X2-0.4X3)X2=1.98KL280.24X(0.5-0.12)X(4.8-0.28X2)=0.39KL290.24X(0.37-0.12)X(7.8-0.4X2)=0.42KL310.24X(0.37-0.12)X(15.1-0.24-0.4X3)二0.82KL320

39、.24X(0.37-0.12)X(7.8-0.4X2)=0.42KL330.24X(0.37-0.12)X(10.6-0.4X3)X2=l.13KL340.24X(0.37-0.12)X(7.6-0.24-0.4)二0.42KL370.24X(0.37-0.12)X(2.6-0.24)X2二0.28KL380.24X(0.37-0.12)X(7.6-0.4X3)二0.38KL400.24X(0.37-0.12)X(3.8-0.28X2)=0.19KL420.24X(0.37-0.12)X(7.8-0.4X2)=0.42KL-110.24X(0.37-0.12)X(3.8-0.2-0.28)=0

40、.20序号分部分项工程名称部位与编号r计算式结果KL450.24X(0.37-0.12)X(36.4-0.28X2-0.4X10)=1.91LL30.24X(0.3-0.12)X(3-0.24)X2二0.24LL40.24X(0.3-0.12)X(4.2-0.24)X2=0.34LL80.24X(0.37-0.12)X(3.8-0.24)二0.21LL100.24X(0.37-0.12)X(2.9-0.24)X2二0.32LL160.24X(0.37-0.12)X(2.6-0.24)X2=0.28LL170.24X(0.37-0.12)X(3.8-0.24)二0.21总梁模面积二每个梁模面积之

41、和=16.8438C25浇筑四层板3nV按实际体积以分计算55.37板总长：37.9-0.24=37.66总宽：12.6-0.24=12.36总体积37.33X12.36X0.12=55.3739C25浇筑三层楼梯nV按实际体积以曲计算1.81楼梯体积一楼梯侧面积X楼梯宽度(0.234+1.367)X1.13=1.8140三层柱钢筋t用含钢量以t计算3.38<1)12以内钢筋含量20.37X0.05=1.024)12以上的钢筋用量20.37X0.116=2.36钢筋总量二3.3841四层梁钢筋t用含钢量以t计算2.414)12以内钢筋含量16.84X0.043=0.724)12以上的钢筋

42、用量16.84X0.1=1.68钢筋总量二2.4142四层板钢筋t用含钢量以t计算7.924)12以内钢筋含量55.37X0.043=2.38“12以上的钢筋用量序号分部分项工程名称部位与编号r计算式结果55.37X0.1=5.54钢筋总量二7.9243三层楼梯钢筋t用含钢量以t计算4.724>12以内钢筋含量1.81X0.036=0.074)12以上的钢筋用量55.37X0.084=4.65钢筋总量二4.7244四层柱木模mz按与柱实际接触面积以耐计算202.61柱模面积二柱周长X（层高.板厚）X个数KZ1(0.40+0.50)X2X(2.8-0.12)=4.82KZ2(0.4+0.5+0.4+0.4)X2X(2.8-0.12)=9.11KZ3(0.4+0.4)X2X(2.8-0.12)=4.29KZ4(0.4+0.4)X2X(2.8-0.12)X9=38.59KZ5(0.4+0.4)X2X(2.8-0.12)X4=17.15KZ7(0.4+0.4)X2X(2.8-0.12)X7=30.02KZ8(0.4+0.4)X2X(2.8-0.12)X2=8.58KZ9(0.4+0.4)X2X(2.8-0.12)X8=34.30KZ10(0.