工程量全套自动计算表格及实例

计算稿,,,,,,,,,,,,,,,,

工程名称:干粉砂浆生产线土建工程--烘干炉,,,,,,,,,,,,,,,,

序号,轴线,名称,构件数量,数据,,,,,,板厚,开始标高,结束标高,砼工程量(m3),模板(㎡),备注,

,,,,半径\长,轴线长,扣减柱长,扣减梁长,宽,高(厚),,,,,,,

柱,,,,,,,,,,,,,,,,

,,KZ2(-0.05~19.5m),12,0.60,,,,0.60,19.550,,-0.05,19.5,83.07,561.60,,

,,KZ3(-0.05~5.10m),2,0.40,,,,0.40,5.150,,-0.05,5.1,1.65,16.32,,

,,KZ3(-0.05~9.70m),2,0.40,,,,0.40,9.750,,-0.05,9.7,3.12,31.04,,

,,KZ4(-0.05~9.70m),1,0.30,,,,0.30,9.750,,-0.05,9.7,0.88,11.64,,

,,KZ4(-0.05~2.30m),12,0.30,,,,0.30,2.350,,-0.05,2.3,2.54,33.12,,

,,KZ5,2,1.00,,,,1.00,3.400,,-0.05,3.35,6.80,26.80,,

,,KZ5,2,1.00,,,,1.00,3.140,,-0.05,3.09,6.28,24.72,,

,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,

,小计:,柱砼,,,,,,,,,,,104.33,,,

,,柱摸板(按计算规则包括在砼综合单价中),,,,,,,,,,,,705.24,,

,,,,,,,,,,,,,,,,,

2.30梁,,,,,,,,,,,,,,,,

x,,KL-B-1(1),1,4.13,4.629,0.500,0.000,0.30,0.350,0.15,,,0.43,4.13,0.43,7.05

,,KL-A-3(3),1,11.85,12.800,0.950,0.000,0.30,0.350,0.15,,,1.24,11.85,1.23,

,,KL-A-2(2),2,4.44,5.036,0.600,0.000,0.30,0.350,0.15,,,0.93,8.87,0.93,

,,L-A-1(1),1,4.33,4.629,0.000,0.300,0.25,0.300,0.15,,,0.32,3.68,0.32,

,,KL-A-1(5),1,11.25,12.800,1.550,0.000,0.30,0.350,0.15,,,1.18,11.25,1.13,

Y,1XA~B,KL-1-1(2),1,8.00,9.000,1.000,0.000,0.30,0.350,0.15,,,0.84,8.00,0.84,

,1/1XA~B,KL-1-2(2),1,8.10,9.000,0.600,0.300,0.30,0.350,0.15,,,0.84,8.10,0.84,

,2/1XA~1/A,KL-2-1(3),3,4.10,5.149,1.050,0.000,0.30,0.350,0.15,,,1.24,12.30,1.24,

,,L-2-1(1),1,1.79,2.090,0.000,0.300,0.20,0.250,0.15,,,0.09,1.25,0.09,

,,,,,,,,,,,,,,,,,

5.10梁,,,,,,,,,,,,,,,,

X,,KL-A-1(1),1,4.13,4.629,0.500,0.000,0.30,0.400,0.2,,,0.50,4.54,1.31,3.23

,,KL-A-2(1),1,4.28,4.629,0.200,0.150,0.25,0.300,0.2,,,0.32,3.64,,

,,KL-A-1(1),1,4.13,4.629,0.500,0.000,0.30,0.400,0.2,,,0.50,4.54,,

Y,,KL-1-1(2),1,8.00,9.000,1.000,0.000,0.30,0.400,0.2,,,0.96,8.80,0.96,

,,KL-1-1(2),1,8.15,9.000,0.400,0.450,0.30,0.400,0.2,,,0.98,8.97,0.96,

,,,,,,,,,,,,,,,,,

11.5梁,,,,,,,,,,,,,,,,

X,,KL-B(5),1,40.80,44.600,3.000,0.800,0.30,0.800,0.2,,,9.79,77.52,9.79,46.82

,,L-B(1),1,8.70,9.000,0.300,0.000,0.25,0.500,0.2,,,1.09,10.88,1.09,

,,L-C(4),1,33.20,34.800,0.000,1.600,0.25,0.500,0.2,,,4.15,41.50,4.15,

,,L-A(5),1,41.80,44.600,0.000,2.800,0.25,0.500,0.2,,,5.23,52.25,5.23,

,,KL-A(5),1,40.80,44.600,3.000,0.800,0.30,0.800,0.2,,,9.79,77.52,9.79,

Y,A~BX1,KL-1(1),2,8.40,9.000,0.600,0.000,0.40,0.800,0.2,,,5.38,33.60,5.38,

,,L-1a(1),1,2.85,3.000,0.000,0.150,0.20,0.300,0.2,,,0.17,2.28,0.16,

,,L-1a(1),1,2.85,3.000,0.000,0.150,0.20,0.300,0.2,,,0.17,2.28,0.16,

,,L-1a(1),1,2.85,3.000,0.000,0.150,0.20,0.300,0.2,,,0.17,2.28,0.16,

,,L-1a(1),1,2.85,3.000,0.000,0.150,0.20,0.300,0.2,,,0.17,2.28,0.16,

,,KL-2(1),4,8.40,9.000,0.600,0.000,0.40,0.800,0.2,,,10.75,67.20,10.75,

,,L-1a(1),1,2.85,3.000,0.000,0.150,0.20,0.300,0.2,,,0.17,2.28,0,

,,L-1a(1),1,2.85,3.000,0.000,0.150,0.20,0.300,0.2,,,0.17,2.28,0,

19.5梁,,,,,,,,,,,,,,,,

X,,KL-A(5A),2,40.80,44.600,3.000,0.800,0.40,0.780,0.12,,,25.46,159.94,25.46,49.84

,,WL-A(5),2,42.28,44.600,0.000,2.325,0.25,0.580,0.12,,,12.26,119.22,12.26,

Y,,KL-1-(1),1,8.40,9.000,0.600,0.000,0.40,0.780,0.12,,,2.62,16.46,12.12,

,,KL-2(1),4,8.40,9.000,0.600,0.000,0.30,0.780,0.12,,,7.86,62.50,,

,,WL-6(1),1,8.40,9.000,0.600,0.000,0.25,0.780,0.12,,,1.64,15.20,,

,,,,,,,,,,,,,,,,,

,小计:,梁砼,,,,,,,,,,,107.42,,99.94,

,,梁摸板(按计算规则包括在砼综合单价中),,,,,,,,,,,,847.38,,

板砼,,,,,,,,,,,,,,,,

2.30板,,,,,,,,,,,,,,,,15.56

,,砼板,1,7.64,7.944,0.000,0.300,8.55,0.150,,,,9.80,,,

,,砼板,1,4.74,5.036,0.000,0.300,5.55,0.150,,,,3.94,,,

,,砼板,1,7.87,8.171,,0.300,5.55,0.150,,,,6.55,,,

,扣减,,,,,,,,,,,,,,,

,,KZ3(0.00~5.10m),1,0.40,,,,0.40,0.150,,,,-0.02,,,

,,KZ4(0.00~5.10m),10,0.30,,,,0.30,0.150,,,,-0.14,,,

,,KL-A-3(3),1,11.85,12.800,0.950,0.000,0.30,0.150,,,,-0.53,,,

,,KL-A-2(2),1,4.44,5.036,0.600,0.000,0.30,0.150,,,,-0.20,,,

,,L-A-1(1),1,4.33,4.629,0.000,0.300,0.25,0.150,,,,-0.16,,,

,,KL-A-2(2),1,4.44,5.036,0.600,0.000,0.30,0.150,,,,-0.20,,,

,,KL-1-2(2),1,8.10,9.000,0.600,0.300,0.30,0.150,,,,-0.36,,,

,,KL-2-1(3),3,4.10,5.149,1.050,0.000,0.30,0.150,,,,-0.55,,,

,,L-2-1(1),1,1.79,2.090,0.000,0.300,0.20,0.150,,,,-0.05,,,

,,孔洞,,,,,,,,,,,,,,

,,,1,1.21,,,,1.94,0.150,,,,-0.35,,,

,,,1,3.14,,,,2.85,0.150,,,,-1.34,,2.3m的数量:15.56。,

5.10板,,,,,,,,,,,,,,,,

,,砼板,1,4.33,4.629,0.000,0.300,8.55,0.200,,,,7.40,,5.1m的数量:5.94。,5.94

,扣减,,,,,,,,,,,,,,,

,,KL-A-2(1),1,4.28,4.629,0.200,0.150,0.25,0.200,,,,-0.21,,,

11.50板,,,,,,,,,,,,,,,,

,,砼板,1,43.80,44.600,,0.800,9.30,0.200,,,,81.47,,,77.09

,扣减,,,,,,,,,,,,,,,

,,L-B(1),1,8.70,9.000,0.300,0.000,0.25,0.200,,,,,5.66,,

,,L-C(4),1,33.20,34.800,0.000,1.600,0.25,0.200,,,,,21.58,,

,,L-A(5),1,41.80,44.600,0.000,2.800,0.25,0.200,,,,,27.17,,

,,L-1a(1),1,2.85,3.000,0.000,0.150,0.20,0.200,,,,,1.71,,

,,L-1a(1),1,2.85,3.000,0.000,0.150,0.20,0.200,,,,,1.71,,

,,L-1a(1),1,2.85,3.000,0.000,0.150,0.20,0.200,,,,,1.71,,

,,L-1a(1),1,2.85,3.000,0.000,0.150,0.20,0.200,,,,,1.71,,

,,KL-2(1),4,8.40,9.000,0.600,0.000,0.40,0.200,,,,,26.88,,

,,L-1a(1),1,2.85,3.000,0.000,0.150,0.20,0.200,,,,,1.71,,

,,L-1a(1),1,2.85,3.000,0.000,0.150,0.20,0.200,,,,,1.71,,

,,孔洞,,,,,,,,,,,,,,

,,,1,4.63,,,,2.85,0.200,,,,-2.64,,,

,,,1,1.00,,,,1.41,0.200,,,,,,不足0.3㎡,

,,,1,1.50,,,,2.50,0.200,,,,-0.75,,,

,,,1,3.14*(0.4*0.4)*0.15,,,,,,,,,,,不足0.3㎡