某水电站副厂房工程量计算书.doc

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1、某水电站副厂房工程量计算书1、混凝土：∑V=321.75m31、1主体结构混凝土：∑V=262.76m3①柱0.000～5.000：∑V=35.60m3V柱1砼=20根×（0.6m×0.5m）×5.0m=30.00m3V柱2砼=7根×（0.4m×0.4m）×5.0m=5.60m3②柱5.000～9.500：∑V=32.04m3V柱砼=17根×（0.6m×0.5m）×4.5m=22.95m3V柱1+砼=3根×（0.6m×0.5m）×4.5m=4.05m3V柱2+砼=7根×（0.4m×0.4m）×4.5m=5.04m3③柱9.500～12.800：∑V=5.74m3V柱1砼=4根×（0.6

2、m×0.5m）×3.3m=3.96m3V柱2砼=2根×（0.6m×0.45m）×3.3m=1.78m3④5.000标高梁：∑V=44.44m3VWKL1=0.35m×0.70m×9.39m=2.30m3VWKL2=0.25m×0.50m×26.43m=3.30m3VKL1=0.25m×0.45m×1.90m×7=1.50m3VKL3=0.35m×0.70m×6.54m=1.60m3VKL5=0.35m×0.70m×8.79m=2.15m3VKL6=0.40m×0.90m×9.99m=3.60m3VKL7=0.35m×0.70m×9.39m=2.30m3VKL8=0.35m×0.70m×

3、9.39m=2.30m3VKL9=0.25m×0.45m×7.123m=0.80m3VKL10=0.35m×0.70m×9.39m=2.30m3VKL11=0.30m×0.60m×5.35m=0.96m3VKL12=0.30m×0.60m×17.68m=3.18m3VKL13=0.25m×0.55m×5.50m=0.76m3VKL14=0.30m×0.60m×18.23m=3.46m3VKL16=0.6m×0.3m×25.83m=4.65m3VKL17=0.6m×0.3m×25.73m=4.63m3VL1=0.25m×0.50m×4.09m=0.51m3VL2=0.25m×0.50m×

4、3.05m=0.38m3VL3=0.25m×0.45m×15.33m=1.73m3VL4=0.25m×0.45m×3.925m=0.44m3VL5=0.25m×0.55m×5.50m=0.76m3VL6=0.25m×0.45m×3.675m=0.41m3VL7=0.25m×0.55m×3.05m=0.42m3⑤9.500标高梁：∑V=54.97m3VKL3=0.30m×0.60m×17.68m=3.18m3VKL4=0.30m×0.60m×19.213m=3.49m3VL3=0.25m×0.45m×15.334m=1.74m3VKL6=0.30m×0.60m×20.48m=3.69m3

5、VL4=0.25m×0.45m×3.675m=0.41m3VWKL6=0.30m×0.60m×20.38m=3.67m3VKZL2=0.30m×0.60m×6.54m=1.18m3VL1=0.25m×0.50m×4.09m=0.51m3VL2=0.25m×0.50m×3.05m=0.38m3VKL2=0.30m×0.60m×8.89m=1.60m3VWKL1=0.40m×0.90m×9.99m=3.60m3VWKL2=0.30m×0.60m×9.14m=6.28m3VWKL3=0.30m×0.60m×9.14m=6.28m3VWKL5=0.30m×0.60m×9.14m=6.28m3V

6、WKL4=0.25m×0.45m×7.123m=0.80m3VWKL1+=0.35m×0.70m×9.39m=2.30m3VKL1+=0.25m×0.45m×1.90m×7根=1.50m3VWKL2+=0.25m×0.50m×26.43m=3.30m3VKL17+=0.30m×0.60m×5.35m=0.96m3VL5+=0.25m×0.55m×5.35m=0.74m3VKL16+=0.30m×0.60m×5.35m=0.96m3VKL13+=0.25m×0.55m×5.35m=0.74m3VKL11+=0.30m×0.60m×5.35m=0.96mVL17+=0.25m×0.55m×

7、3.05m=0.42m3⑥12.800标高梁：∑V=11.05m3VWKL1=0.30m×0.60m×5.30m=0.95m3VWKL5=0.40m×0.90m×6.48m=2.33m3VWKL4=0.40m×0.90m×6.53m=2.35m3VWKL3=0.35m×0.70m×6.53m=1.60m3VWKL2=0.30m×0.60m×5.30m=0.95m3VL1=0.25m×0.55m×3.05m×4=1.68m3VL2=0.25m×0