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=262.76m3柱0.0005.000：V=35.60m3V柱1砼=20根（0.6m0.5m）5.0m=30.00m3V柱2砼=7根（0.4m0.4m）5.0m=5.60m3柱5.0009.500：V=32.04 m3V柱砼=17根（0.6m0.5m）4.5m=22.95m3V柱1+砼=3根（0.6m0.5m）4.5m=4.05m3V柱2+砼=7根（0.4m0.4m）4.5m=5.04m3柱9.50012.800：V=5.74m3V柱1砼=4根（0.6m0.5m）3.3m=3.96m3V柱2砼=2根（0.6m0

2、.45m）3.3m=1.78m35.000标高梁：V=44.44 m3VWKL1=0.35m0.70m9.39m=2.30m3VWKL2=0.25m0.50m26.43m=3.30m3VKL1=0.25m0.45m1.90m7=1.50m3VKL3=0.35m0.70m6.54m=1.60m3VKL5=0.35m0.70m8.79m=2.15m3VKL6=0.40m0.90m9.99m=3.60m3VKL7=0.35m0.70m9.39m=2.30m3VKL8=0.35m0.70m9.39m=2.30m3VKL9=0.25m0.45m7.123m=0.80m3VKL10=0.35m0.70m9

3、.39m=2.30m3VKL11=0.30m0.60m5.35m=0.96m3VKL12=0.30m0.60m17.68m=3.18m3VKL13=0.25m0.55m5.50m=0.76m3VKL14=0.30m0.60m18.23m=3.46m3VKL16=0.6m0.3m25.83m=4.65 m3VKL17=0.6m0.3m25.73m=4.63 m3VL1=0.25m0.50m4.09m=0.51m3VL2=0.25m0.50m3.05m=0.38m3VL3=0.25m0.45m15.33m=1.73m3VL4=0.25m0.45m3.925m=0.44m3VL5=0.25m0.55

4、m5.50m=0.76 m3VL6=0.25m0.45m3.675m=0.41 m3VL7=0.25m0.55m3.05m=0.42m39.500标高梁：V= 54.97m3VKL3=0.30m0.60m17.68m=3.18m3VKL4=0.30m0.60m19.213m=3.49m3VL3=0.25m0.45m15.334m=1.74m3VKL6=0.30m0.60m20.48m=3.69m3VL4=0.25m0.45m3.675m=0.41m3VWKL6=0.30m0.60m20.38m=3.67m3VKZL2=0.30m0.60m6.54m=1.18m3VL1=0.25m0.50m4.

5、09m=0.51m3VL2=0.25m0.50m3.05m=0.38m3VKL2=0.30m0.60m8.89m=1.60m3VWKL1=0.40m0.90m9.99m=3.60m3VWKL2=0.30m0.60m9.14m=6.28m3VWKL3=0.30m0.60m9.14m=6.28m3VWKL5=0.30m0.60m9.14m=6.28m3VWKL4=0.25m0.45m7.123m=0.80m3VWKL1+=0.35m0.70m9.39m=2.30m3VKL1+=0.25m0.45m1.90m7根=1.50m3VWKL2+=0.25m0.50m26.43m=3.30m3VKL17+=

6、0.30m0.60m5.35m =0.96m3VL5+=0.25m0.55m5.35m=0.74m3VKL16+=0.30m0.60m5.35m=0.96m3VKL13+=0.25m0.55m5.35m=0.74m3VKL11+=0.30m0.60m5.35m=0.96mVL17+=0.25m0.55m3.05m=0.42m312.800标高梁：V= 11.05m3VWKL1=0.30m0.60m5.30m=0.95m3VWKL5=0.40m0.90m6.48m=2.33m3VWKL4=0.40m0.90m6.53m=2.35m3VWKL3=0.35m0.70m6.53m=1.60m3VWKL

7、2=0.30m0.60m5.30m=0.95m3VL1=0.25m0.55m3.05m4=1.68m3VL2=0.25m0.55m5.75m=0.79m3VL5=0.25m0.50m3.565m=0.40m35.000标高板：V= 34.49m3V板砼=287.43m20.12m=34.49m39.500标高板：V= 40.35m3V板砼=207.60 m20.12m=32.63 m3V板+砼=64.31 m20.12m=7.72 m312.800标高板：V= 4.08m3V板砼=(4.77+2.29+2.29+2.29+0.76+4.77+3.98+4.69+8.19) m20.12m=4.

8、08 m31、2、电梯井结构混凝土：V= 50.46m35.000标高电梯井：V电梯井砼=5.52 m25.00m-1.10m2.00m0.45m=26.61 m39.500标高电梯井：V电梯井砼=5.52 m24.50m-1.10m2.00m0.45m=23.85 m31、3、楼梯混凝土：V= 8.53m3VTB5板=3.76m21.475m=5.55 m3Vza柱=0.30m0.30m（2.00m+1.75m）=0.34m3VTL1梁=（0.50m0.25m）3.05m2根=0.76m3VXL2梁=（0.50m0.25m）3.05m2根=0.76m3VXL1梁=（0.50m0.25m）1.

9、14m2根=0.29m3V平台板=（1.14m3.05m）0.12m2块=0.83m32、模板：S= 2030.91m22、1、柱模：S= 554.70m20.0005.000标高：S柱1模=2.2m5.00m20根=220.00 m2（未扣减梁、板高度）S柱2模=1.6m5.00m7根=56.00 m2（未扣减梁、板高度）5.0009.5000标高：S柱模=2.2m4.50m17根=168.30 m2（未扣减梁、板高度）S柱1+模=2.2m4.50m3根=29.70 m2（未扣减梁、板高度）S柱2+模=1.2m4.50m7根=37.80 m2（未扣减梁、板高度）9.50012.800标高：S

10、柱1模=2.2m3.30m4根=29.04 m2（未扣减梁、板高度）S柱2模=2.1m3.30m2根=13.86m2（未扣减梁、板高度）2、2、梁模：S= 591.95m25.000标高：S=313.53m2SWKL1=(0.35m+0.70m2-0.12m）(3.49m+5.90m)-0.25m0.55m2=15.03 m2SKL3=(0.35m+0.70m2-0.24m）(3.49m+3.05m)-0.25m0.55m=9.74 m2SKL5=(0.35m+0.70m2-0.24m）(3.49m+3.05m+2.25m)-0.25m0.45m=13.16 m2SKL6=(0.40m+0.9

11、0m2-0.24m）9.99m-0.25m0.45m2-0.30m0.60m4=18.64m2SKL7=(0.35m+0.70m2-0.24m）(3.49m+5.90m)-0.25m0.45m3-0.30m0.60m2=13.48 m2SKL8=(0.35m+0.70m2-0.24m）(3.49m+5.90m)-0.25m0.45m3-0.30m0.60m2=13.48 m2SKL10=(0.35m+0.70m2）(3.49m+5.90m)-0.25m0.45m2-0.30m0.60m2-0.12m3.49m-0.12m5.90m2=14.01 m2SKL1=(0.25m+0.45m2）1.9

12、0m7根-0.12m1.90m12=12.56 m2SKL9=(0.25m+0.45m2）7.123m-0.12m7.123m=7.34 m2SL5=(0.25m+0.55m2-0.12m2）5.50m=6.11 m2SL7=(0.25m+0.55m2-0.12m2）3.05m=3.39 m2SL1=(0.25m+0.50m2-0.12m2）4.09m-0.25m0.45m =4.02 m2SL6=(0.25m+0.45m2-0.12m2）3.675m =3.34 m2SL2=(0.25m+0.50m2-0.12m2）3.05m =3.08 m2SL4=(0.25m+0.45m2-0.12m2

13、）3.925m =3.57 m2SL3=(0.25m+0.45m2-0.12m2）（3.925m+3.45m+3.525m+3.55m+0.88m） =13.95 m2SKL17=(0.30m+0.60m2-0.12m）(5.35m+6.48m+3.40m3+3.70m) -0.25m0.50m=35.38 m2SKL16=(0.30m+0.60m2-0.24m）(5.35m+6.48m+3.40m3+3.70m) -0.25m0.50m2-0.25m0.55m =32.03 m2SKL13=(0.25m+0.55m2-0.24m）6.50m-0.25m0.55m=7.08 m2SKL11=(

14、0.25m+0.55m2-0.24m）6.50m=7.22m2SKL14=(0.30m+0.60m2-0.24m）(3.78m+3.45m+3.525m+3.925m+3.55m+0.98m) -0.25m0.50m=24.08 m2SKL12=(0.30m+0.60m2-0.24m）(3.78m+3.45m+3.525m+3.925m+3.55m) =22.97 m2SWKL2=(0.25m+0.50m2-0.12m）(5.45m+6.68m+3.45m+3.50m+3.85m+3.50) =29.87 m29.500标高：S=311.40m2SKZL2=(0.30m+0.60m2-0.12

15、m）(3.49m+3.05m) =9.03 m2SKL2=(0.30m+0.60m2-0.24m）(3.49m+3.05m+2.25m) -0.25m0.45m2=10.85m2SWKL1=(0.40m+0.90m2-0.24m）9.99m -0.25m0.45m2-0.30m0.60m4=18.64m2SWKL2=(0.30m+0.60m2-0.24m）（3.49m+5.90m） -0.25m0.45m2-0.30m0.60m2=11.25m2SWKL3=(0.30m+0.60m2-0.24m）（3.49m+5.90m） -0.25m0.45m2-0.30m0.60m2=11.25m2SWK

16、L5=(0.30m+0.60m2-0.24m）（3.49m+5.90m） -0.25m0.45m2-0.30m0.60m2=11.25m2SWKL6=(0.30m+0.60m2-0.12m）（6.48m+3.40m3+3.70m） -0.25m0.50m=28.00m2SKL6=(0.30m+0.60m2-0.24m）（6.48m+3.45m2+3.40m+3.70m） -0.25m0.50m2=25.55m2SKL4=(0.30m+0.60m2-0.24m）（3.78m+3.45m+3.55m+4.00m+3.60m+0.99m） -0.25m0.50m=24.28m2SKL3=(0.30m

17、+0.60m2-0.12m）（3.78m+3.40m3+3.70m）=22.58m2SL1=(0.25m+0.50m2-0.24m)4.09m-0.25m0.45m=4.02m2SL4=(0.25m+0.45m2-0.24m)3.675m=3.34m2SL2=(0.25m+0.50m2-0.24m)3.05m=3.08m2SL3=(0.25m+0.45m2-0.24m)（3.45m+3.55m+4.00m+3.60m+0.88m）=14.09m2SWKL4=(0.25m+0.45m2）7.123m-0.25m0.45m-0.30m0.60m=7.90m2SWKL1+=(0.35m+0.70m2

18、-0.12）9.39m-0.25m0.55m2=15.03m2SKL1+=(0.25m+0.45m2）1.90m7根-0.12m1.90m12=12.56 m2SWKL2+=(0.25m+0.50m2-0.12m）(5.45m+6.68m+3.45m+3.50m+3.85m+3.50) =29.87 m2SL5+=(0.25m+0.55m2-0.12m2）5.50m=6.11 m2SKL16+=(0.30m+0.60m2-0.24m）(5.35m+6.48m+3.40m3+3.70m) -0.25m0.50m2-0.25m0.55m =32.03 m2SKL13+=(0.25m+0.55m2-

19、0.24m）6.50m-0.25m0.55m=7.08 m2SKL11+=(0.25m+0.55m2-0.24m）6.50m=7.22m2SL7+=(0.25m+0.55m2-0.12m2）3.05m=3.39 m212.800标高：S=73.31m2SWKL5=(0.40m+0.90m2-0.12m）6.48m-0.25m0.55m5=12.79m2SWKL4=(0.40m+0.90m2-0.24m）6.53m-0.25m0.55m5=12.11m2SWKL3=(0.35m+0.70m2-0.12m）6.53m-0.25m0.55m=10.51m2SWKL1=(0.30m+0.60m2-0.

20、12m）（3.05m+2.25m）-0.25m0.50m=7.19m2SWKL2=(0.30m+0.60m2-0.12m）（3.05m+2.25m）=7.31m2SL1=(0.25m+0.55m2-0.24m）3.05m4=13.54m2SL2=(0.25m+0.55m2-0.24m）（3.05m+2.70m）-0.25m0.50m =6.26m2SL5=(0.25m+0.50m2-0.24m）3.565m=3.60m22、3、板模：S= 599.80 m25.000标高板：S=287.43m2(293.87)9.500标高板：S=207.60+64.31m212.800标高板：S=34.02

21、m22、4、电梯井模：S= 211.45m20.0005.000标高：（9.40m+13.30m）5.00m-1.10m2.00m2+2.00m0.45m2+1.10m0.45m=111.40 m25.0009.500标高：（9.40m+13.30m）4.50m-1.10m2.00m2+2.00m0.45m2+1.10m0.45m=100.05 m22、5、楼梯模：S= 73.01m2STB5板=（3.99m+4.32m+4.196m+4.199m）1.475m+261.475m（0.161m+0.179m）+3.76m22=45.20 m2Sza柱=（0.30m+0.30m）2（2.00m+1.75m）=4.50m2STL1梁=（0.50m2-0.12m+0.25m）3.05m2根=6.89m2SXL2梁=（0.50m2-0.12m+0.25m）3.05m2根=6.89m2SXL1梁=（0.50m2-0.12m+0.25m）1.14m2根=2.58m2S平台板=（1.14m3.05m）2块=6.95m23、承重架：V= 4022.32m35.000标高：404.96m25.00m=2024.8m39.500标高：404.96m24.50m=1822.32m312.800标高：53.10m23.3m=175.2m3

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