工程量计算书

1、钢筋工程量计算书2011年3月20日子工程地下室序号构件名称构件代号钢筋类别钢种直径质量（kg）计 算 式21水平筋8239.20（1.3+0.5+0.65-0.03*2+0.8*20*0.008*2-1.751*0.008*2）*2-2*0.8*20*0.008+2*15*0.008*（6.9-0.05）/0.3+（1.7-0.1）/0.3*4*0.39510399.36（1.3+0.5+0.65-0.03*2+0.8*20*0.01*2-1.751*0.01*2）*2-2*0.8*20*0.01+2*15*0.01*（6.9-0.05）/0.3+1+（1.7-0.1）/0.3+1*4*0.

2、617竖直筋8110.44（6.9+1.7+0.15-1.751*0.008）*（1.3-0.05*2）/0.3*2*4*0.39510215.52（6.9+1.7+0.15-1.751*0.01）*（1.3-0.05*2）/0.3+1*2*4*0.617拉筋860.120.373*（1.3-0.05*2）/0.225+1*（6.9-0.5-2*0.15）/0.45+（1.7-0.1-0.3）/0.45*4*0.39522水平筋8444.16（0.55+0.4+0.5+0.5+0.4-0.03*2+0.8*20*0.008*2-1.751*0.008*2）*2-2*0.8*20*0.008+2

3、*15*0.008*（6.9-0.05）/0.3+（1.6-0.1）/0.3*2*4*0.39510759.64（0.55+0.5+0.4+0.5+0.4-0.03*2+0.8*20*0.01*2-1.751*0.01*2）*2-2*0.8*20*0.01+2*15*0.01*（6.9-0.05）/0.3+1+（1.6-0.1）/0.3+1*2*4*0.617竖直筋882.84（6.9+1.7+0.15-1.751*0.008）*（0.55-0.05*2）/0.3+（0.4-0.05*2）/0.3*2*4*0.39510215.52（6.9+1.7+0.15-1.751*0.01）*（0.55

4、-0.05*2）/0.3+1+（0.4-0.05*2）/0.3+1*2*4*0.617拉筋1063.640.373*（0.55-0.05*2）/0.225+1+（0.5-0.05*2）/0.225+1*（6.9-0.05-0.3）/0.45+（1.7-0.1-0.3）/0.45*4*0.61723水平筋8131.06（1.3+0.1-0.03+10*0.01-0.03+0.8*20*0.008-1.751*0.008*2）*2-0.8*20*0.008+15*0.008*（6.9-0.1-0.6）/0.3+（1.7-0.1）/0.3*2*4*0.39510446.60（1.3+0.1-0.03

5、+10*0.01-0.03+0.8*20*0.01-1.751*0.01*2）*2-0.8*20*0.01+15*0.01*（6.9-0.05*2-0.6）/0.3+1+（1.7-0.1）/0.3+1*2*4*0.617竖直筋855.36（6.9+1.7+0.15-1.751*0.008）*（1.3-0.4-0.275-0.05*2）/0.3+（6.9+1.7+0.15-1.751*0.008*2-0.03+12*0.008）*（1.3-0.4-0.275-0.05*2）/0.3*4*0.39510129.96（6.9+1.7+0.15-1.751*0.01）+（6.9+1.7+0.15-0.

6、03+12*0.01-1.751*0.01）*（1.3-0.4-0.275-0.05*2）/0.3+1*4*0.617拉筋850.800.473*（1.3-0.4-0.275-0.05*2）/0.225+1*（6.9-0.6-0.05*2-0.3）/0.45+（1.7-0.1-0.3）/0.45*4*0.395暗筋纵筋二级1891.16（1.3-0.275-0.4+0.4+0.5-0.03*2+15*0.018*2-2.931*0.018*2）*6*4*1.999箍筋814.122*（0.3+0.6）-0.014*（1.3-0.275-0.4-0.05*2）/0.15+1*4*0.395腰筋二

7、级1223.96（1.3-0.275-0.4+0.25*2）*6*4*0.888拉筋85.600.473*（1.3-0.275-0.4-0.05*2）/0.15+1*1.5*4*0.39526水平筋10268.86（1+0.5+0.4-0.03*2+10*0.01+0.8*20*0.01）*2-0.8*20*0.01+15*0.01*（6.8-0.15-0.6-0.05*2）/0.15+1+（1.6-0.1）/0.15+1*2*0.617竖直筋10121.02（6.8-0.03+12*0.01+0.15-1.751*0.01*2）*（1-0.05*2）/0.15+1*2*2*0.617拉筋83

8、1.760.473*（1-0.05*2）/0.225+1*（6.8-0.15-0.6-0.05*2-0.3）/0.45+（1.6-0.1-0.3）/0.445*2*0.395暗梁纵筋二级1855.30（1+0.5+0.4-0.03+15*0.018*2-2.931*0.018*2）*6*2*1.999腰筋二级1215.98（1+0.25*2）*6*2*0.888箍筋89.882*（0.3+0.6）-0.014*（1-0.05*2）/0.15+1*2*0.395本页小计子工程地下室序号构件名称构件代号钢筋类别钢种直径质量（kg）计 算 式拉筋83.920.473*（1-0.05*2）/0.15+

9、1*3/2*2*0.39527水平筋10555.80（1+0.5+0.4-0.03*2+10*0.01+0.8*20*0.01）*2-0.8*20*0.01+15*0.01*（5.4-0.15-0.6-0.05*2）/0.15+1+（1.6-0.1）/0.15+1+（0.15-0.05）/0.15+1*5*0.617竖直筋10275.12（5.4+1.6+0.15-1.751*0.01+5.4-0.03+12*0.01+0.15-1.751*0.01*2）*（1-0.05*2）/0.15+1*5*0.617拉筋854.150.473*（1-0.05*2）/0.225+1*（5.4-0.15-0

10、.6-0.05*2-0.3）/0.45+（1.6-0.1-0.3）/0.445+0.373*（1-0.05*2）/0.225+1*（0.15-0.05）/0.45*5*0.395暗梁纵筋二级18138.25（1+0.5+0.4-0.03+15*0.018*2-2.931*0.018*2）*6*5*1.999腰筋二级1239.95（1+0.25*2）*6*5*0.888箍筋824.702*（0.3+0.6）-0.014*（1-0.05*2）/0.15+1*5*0.395拉筋89.800.473*（1-0.05*2）/0.15+1*3/2*5*0.39528水平筋10651.48（1+0.5+0.

11、4-0.03*2+10*0.01+0.8*20*0.01）*2-0.8*20*0.01+15*0.01*（5.4-0.15-0.6-0.05*2）/0.15+1+（1.4-0.1）/0.15+1*6*0.617竖直筋10363.06（5.4-0.03+12*0.01+1.4+0.15-1.751*0.01*2）*2*（1-0.05*2）/0.15+1*6*0.617拉筋872.900.473*（1-0.05*2）/0.225+1*（5.4-0.15-0.6-0.05*2-0.3）/0.45+（1.4-0.1-0.3）/0.45*6*0.395暗梁纵筋二级18165.90（1+0.5+0.4-0

12、.03+15*0.018*2-2.931*0.018*2）*6*6*1.999腰筋二级1247.94（1+0.25*2）*6*6*0.888箍筋829.642*（0.3+0.6）-0.014*（1-0.05*2）/0.15+1*6*0.395拉筋811.760.473*（1-0.05*2）/0.15+1*3/2*6*0.39529水平筋10238.36（1.1+0.5+0.4-0.03*2+10*0.01+0.8*20*0.01）*2-0.8*20*0.01+15*0.01*（5.4-0.15-0.6-0.05*2）/0.15+1+（1.7-0.1）/0.15+1*2*0.617竖直筋1012

13、6.20（5.4-0.03+12*0.01+1.7+0.15-1.751*0.01*2）*2*（1.1-0.05*2）/0.15+1*2*0.617拉筋826.160.473*（1-0.05*2）/0.225+1*（5.4-0.15+0.6-0.05*2-0.3）/0.45+（1.7-0.1-0.3）/0.45*2*0.395暗梁纵筋二级1856.98（1.1+0.5+0.4-0.03*2+15*0.018*2-2.931*0.018*2）*6*2*1.999腰筋二级1217.04（1.1+0.25*2）*6*2*0.888拉筋84.480.473*（1.1-0.05*2）/0.15+1*3/

14、2*2*0.395箍筋811.282*（0.3+0.6-0.014）*（1.1-0.05*2）/0.15+1*2*0.39530水平筋10252.20（0.55+0.5+0.75+2.8-0.55+0.4-0.03*2+10*0.01+0.8*20*0.01）*2-0.8*20*0.01+15*0.01*（5.4-0.15-0.6-0.05*2）/0.15+1+（1.7-0.1）/0.15+1*0.617竖直筋10126.20（5.4-0.03+12*0.01+1.7+0.15-1.751*0.01*2）*2*（0.5-0.05*2）/0.15+1+（2.8-0.55-0.25-0.05*2）

15、/0.15+1*0.617拉筋851.000.473*（0.5-0.05*2）/0.225+1+（2-0.05*2）/0.225+1*（5.4-0.15-0.6-0.05*2-0.3）/0.45+（1.7-0.1-0.3）/0.45*0.395本页小计子工程地下室序号构件名称构件代号钢筋类别钢种直径质量（kg）计 算 式暗梁纵筋二级1857.87（0.55+0.5+0.2+2.8+0.4-0.03*2+15*0.018*2-2.931*0.018*2）*6*1.999腰筋二级1218.65（0.5+2+0.25*2*2）*6*0.888拉筋85.040.473*（0.5-0.05*2）/0.1

16、5+1+（2-0.05*2）/0.15+1*3/2*0.395箍筋812.702*（0.3+0.6）-0.014*（0.5-0.05*2）/0.15+1+（2-0.05*2）/0.15+1*0.39531水平筋二级161159.04（1.7+4.2+1.8+0.1*2-0.03*2+0.8*20*0.016+15*0.016）*2*（5.4-0.15-0.6-0.05*2）/0.15+1+（1.7-0.1）/0.15+1*1.580竖直筋二级18918.64（5.4-0.15-0.03+12*0.018+1.7+0.15-2.931*0.018*2）*（1.7-0.3-0.2-0.05*2）/

17、0.15+1+（4.2-0.4-0.2）/0.15+1*2*1.999拉筋883.27（0.35-0.03*2+14.569*0.008*2）*（1.2-0.05*2）/0.225+1+（4.2+1.8-0.6-0.05*2）/0.225+1*（5.4-0.15-0.6-0.05-0.3）/0.45+（1.7-0.1-0.3）/0.45*0.395暗梁纵筋二级22199.99（1.7+4.2+1.8+0.1*2-0.03*2+15*0.022*2-2.931*0.022*2）*8*2.986腰筋二级1459.48（1.7+4.2+1.8+0.25*2）*6*1.209拉筋88.520.423*

18、（1.7-0.3-0.2-0.05*2）/0.2+1+（4.2+1.8-0.4-0.2-0.05*2）/0.2+1*3/2*0.395箍筋851.222*（0.35+0.7）-0.014+2（0.35-0.03*2-0.022）/3+0.022+0.03*2+0.7-0.014*（1.7-0.3-0.2-0.05*2）/0.2+1+（4.2+1.8-0.4-0.2-0.05*2）/0.2+1*0.39532水平筋10172.93（1.8+0.1+0.15*2-0.03*2+10*0.1+0.8*20*0.01-1.751*0.01*2）*2-0.8*20*0.01*（5.4-0.15-0.6-

19、0.05*2）/0.15+1+（1.7-0.1）/0.15+1*0.617竖直筋1028.98（5.4-0.15-0.03+1.7+0.15-1.751*0.01*2）*（1.8-0.4-0.4-0.05*2）/0.15+1*0.617拉筋88.220.473*（1-0.05*2）/0.225+1*（5.4-0.15-0.6-0.05*2-0.3）/0.45+（1.7-0.1-0.3）/0.45*0.395暗梁纵筋二级1824.49（1.8+0.1*2-0.03*2+15*0.018*2-2.931*0.018*2）*6*1.999腰筋二级127.99（1+0.25*2）*6*0.888拉筋8

20、1.960.473*（1-0.05*2）/0.15+1*3/2*0.395箍筋84.942*（0.3+0.6）-0.014*（1-0.05*2）/0.15+1*0.39533水平筋10151.10（1.8+0.15+0.1-0.03*2+15*0.01*2-1.751*0.01*2）*2*（5.4-0.15-0.6-0.05*2）/0.15+1+（1.7-0.1）/0.15+1*2*0.617竖直筋10123.60（5.4-0.15-0.03+12*0.01+1.7+0.15-1.751*0.01*2）*（1.8-0.4*2-0.05*2）/0.15+1*2*2*0.617拉筋824.300.

21、473*（1-0.05*2）/0.225+1*（5.4-0.15-0.6-0.05*2-0.3）/0.45+（1.7-0.1-0.3）/0.45*2*0.395暗梁纵筋二级1848.98（1.8+0.1*2-0.03*2+15*0.018*2-2.931*0.018*2）*6*2*1.999腰筋二级1215.98（1+0.25*2）*6*2*0.888拉筋83.920.473*（1-0.05*2）/0.15+1*3/2*2*0.395箍筋89.882*（0.3+0.6）-0.014*（1-0.05*2）/0.15+1*2*0.395本页小计子工程地下室序号构件名称构件代号钢筋类别钢种直径质量（

22、kg）计 算 式34水平筋10824.61（2.4*2+0.1*2-0.03*2+0.8*20*0.01*2）*（6.9-0.05*2-0.6）/0.15+1+（1.7-0.1）/0.15+1+（2.4+0.1*2-0.03*2+15*0.01*2）*（6.9-0.05*2-0.6）/0.15+1+（1.7-0.1）/0.15+1*3*0.617竖直筋10769.08（6.9-0.03+12*0.01+1.7+0.15-1.751*0.01*2）*2*（2.4-0.25-0.4-0.05*2）/0.15+1*2*3*0.617拉筋876.230.473*（2.4-0.25-0.4-0.05*2

23、）/0.225+1*（6.9-0.6-0.05*2-0.03）/0.45+（1.7-0.1-0.3）/0.45*3*0.395暗梁纵筋二级18260.52（2.4*2+0.1*2-0.03*2+15*0.018*2-2.931*0.018*2）*6*3*1.999腰筋二级1271.94（2.4-0.25-0.4+0.25*2）*2*6*3*0.888拉筋821.870.473*（2.4-0.25-0.4）/0.15+1*3/2*2*3*0.395箍筋855.022*（0.3+0.6）-0.014*（2.4-0.25-0.4）/0.15+1*2*3*0.39535水平筋10588.72（0.55

24、+0.5+0.4*2+0.5-0.03*2+0.8*20*0.01*2-1.751*0.01*2）+（0.55+0.5+0.4*2+0.5-0.03*2+15*0.01*2-1.751*0.01*2）*（6.9-0.05*2-0.15）/0.3+1+（1.7-0.1）/0.3+1*6*0.6178368.28（0.55+0.5+0.4*2+0.5-0.03*2+0.8*20*0.008*2-1.751*0.008*2）+（0.55+0.5+0.4*2+0.5-0.03*2+15*0.008*2-1.751*0.008*2）*（6.9-0.05*2-0.15）/0.3+（1.7-0.1）/0.3

25、*6*0.395竖直筋10160.14(6.9-0.15-0.03+12*0.01+1.7+0.15-1.751*0.01*2)*（0.55-0.05*2）/0.3+1+（0.4-0.05*2）/0.3+1*6*0.6178102.36(6.9-0.15-0.03+12*0.008+1.7+0.15-1.751*0.008*2)*（0.55-0.05*2）/0.3+（0.4-0.05*2）/0.3*6*0.395拉筋875.180.373*（0.55-0.05*2）/0.225+1+（0.4-0.05*2）/0.225+1*（6.9-0.15-0.6-0.05*2-0.3）/0.45+（1.7

26、-0.1-0.3）/0.45*6*0.39536水平筋10577.26（1+0.65*2-0.03*2+0.8*20*0.01*2-1.751*0.01*2）+（1+0.65*2-0.03*2+15*0.01*2-1.751*0.01*2）*（6.9-0.15-0.6-0.05*2）/0.3+1+（1.7-0.1）/0.3+1*6*0.6178338.16（1+0.65*2-0.03*2+0.8*20*0.008*2-1.751*0.008*2）+（1+0.65*2-0.03*2+15*0.008*2-1.751*0.008*2）*（6.9-0.15-0.6-0.05*2）/0.3+（1.7-

27、0.1）/0.3*6*0.395竖直筋10320.40（6.9-0.15-0.03+12*0.01+1.7+0.15-1.751*0.01*2）*（1.1-0.05*2）/0.3+1*2*6*0.6178164.22（6.9-0.15-0.03+12*0.008+1.7+0.15-1.751*0.008*2）*（1.1-0.05*2）/0.3*2*6*0.395拉筋8114.360.473*（1.1-0.05*2）/0.225+1*（6.9-0.15-0.6-0.05*2-0.3）/0.45+（1.7-0.1-0.3）/0.45*6*0.39537水平筋10559.74（1.3+0.5+0.65-0.03*2+0.8*20*0.01*2-1.751*0.01*2）*2-2*0.8*20*0.01+15*2*0.01*（6.9-0.6*2-0.05*2）/0.3+1+（1.7-0.1）/0.3+1*6*0.6178308.52（1.3+0.5+0.65-0.03*2+0.8*20*0.008*2-1.751*0.008*2）*2-2*0.8*20*0.008+15*2*0.008*（6.9-0.6