某水电站副厂房工程量计算书.doc

'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×（0.6m×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×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×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=1.74m3 VKL6=0.30m×0.60m×20.48m=3.69m3VL4=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=6.28m3VWKL4=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×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×0.55m×5.75m=0.79m3VL5=0.25m×0.50m×3.565m=0.40m3⑦5.000标高板：∑V=34.49m3V板砼=287.43m2×0.12m=34.49m3⑧9.500标高板：∑V=40.35m3V板砼=207.60m2×0.12m=32.63m3V板+砼=64.31m2×0.12m=7.72m3⑨12.800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)m2×0.12m=4.08m31、2、电梯井结构混凝土：∑V=50.46m3①5.000标高电梯井：V电梯井砼=5.52m2×5.00m-1.10m×2.00m×0.45m=26.61m3②9.500标高电梯井：V电梯井砼=5.52m2×4.50m-1.10m×2.00m×0.45m=23.85m31、3、楼梯混凝土：∑V=8.53m3①VTB5板=3.76m2×1.475m=5.55m3 ②Vza柱=0.30m×0.30m×（2.00m+1.75m）=0.34m3③VTL1梁=（0.50m×0.25m）×3.05m×2根=0.76m3④VXL2梁=（0.50m×0.25m）×3.05m×2根=0.76m3⑤VXL1梁=（0.50m×0.25m）×1.14m×2根=0.29m3⑥V平台板=（1.14m×3.05m）×0.12m×2块=0.83m32、模板：∑S=2030.91m22、1、柱模：∑S=554.70m2①0.000～5.000标高：S柱1模=2.2m×5.00m×20根=220.00m2（未扣减梁、板高度）S柱2模=1.6m×5.00m×7根=56.00m2（未扣减梁、板高度）②5.000～9.5000标高：S柱模=2.2m×4.50m×17根=168.30m2（未扣减梁、板高度）S柱1+模=2.2m×4.50m×3根=29.70m2（未扣减梁、板高度）S柱2+模=1.2m×4.50m×7根=37.80m2（未扣减梁、板高度）③9.500～12.800标高：S柱1模=2.2m×3.30m×4根=29.04m2（未扣减梁、板高度）S柱2模=2.1m×3.30m×2根=13.86m2（未扣减梁、板高度）2、2、梁模：∑S=591.95m2①5.000标高：∑S=313.53m2SWKL1=(0.35m+0.70m×2-0.12m）×(3.49m+5.90m)-0.25m×0.55m×2=15.03m2SKL3=(0.35m+0.70m×2-0.24m）×(3.49m+3.05m)-0.25m×0.55m=9.74m2SKL5=(0.35m+0.70m×2-0.24m）×(3.49m+3.05m+2.25m)-0.25m×0.45m=13.16m2SKL6=(0.40m+0.90m×2-0.24m）×9.99m-0.25m×0.45m×2-0.30m×0.60m×4=18.64m2SKL7=(0.35m+0.70m×2-0.24m）×(3.49m+5.90m)-0.25m×0.45m×3-0.30m×0.60m×2=13.48m2SKL8=(0.35m+0.70m×2-0.24m）×(3.49m+5.90m)-0.25m×0.45m×3-0.30m×0.60m×2=13.48m2SKL10=(0.35m+0.70m×2）×(3.49m+5.90m)-0.25m×0.45m×2-0.30m×0.60m×2-0.12m×3.49m-0.12m×5.90m×2=14.01m2SKL1=(0.25m+0.45m×2）×1.90m×7根-0.12m×1.90m×12=12.56m2SKL9=(0.25m+0.45m×2）×7.123m-0.12m×7.123m=7.34m2SL5=(0.25m+0.55m×2-0.12m×2）×5.50m=6.11m2SL7=(0.25m+0.55m×2-0.12m×2）×3.05m=3.39m2SL1=(0.25m+0.50m×2-0.12m×2）×4.09m-0.25m×0.45m=4.02m2SL6=(0.25m+0.45m×2-0.12m×2）×3.675m=3.34m2SL2=(0.25m+0.50m×2-0.12m×2）×3.05m=3.08m2SL4=(0.25m+0.45m×2-0.12m×2）×3.925m=3.57m2SL3=(0.25m+0.45m×2-0.12m×2）×（3.925m+3.45m+3.525m+3.55m+0.88m）=13.95m2SKL17=(0.30m+0.60m×2-0.12m）×(5.35m+6.48m+3.40m×3+3.70m)-0.25m×0.50m=35.38m2SKL16=(0.30m+0.60m×2-0.24m）×(5.35m+6.48m+3.40m×3+3.70m)-0.25m×0.50m×2-0.25m×0.55m=32.03m2 SKL13=(0.25m+0.55m×2-0.24m）×6.50m-0.25m×0.55m=7.08m2SKL11=(0.25m+0.55m×2-0.24m）×6.50m=7.22m2SKL14=(0.30m+0.60m×2-0.24m）×(3.78m+3.45m+3.525m+3.925m+3.55m+0.98m)-0.25m×0.50m=24.08m2SKL12=(0.30m+0.60m×2-0.24m）×(3.78m+3.45m+3.525m+3.925m+3.55m)=22.97m2SWKL2=(0.25m+0.50m×2-0.12m）×(5.45m+6.68m+3.45m+3.50m+3.85m+3.50)=29.87m2②9.500标高：∑S=311.40m2SKZL2=(0.30m+0.60m×2-0.12m）×(3.49m+3.05m)=9.03m2SKL2=(0.30m+0.60m×2-0.24m）×(3.49m+3.05m+2.25m)-0.25m×0.45m×2=10.85m2SWKL1=(0.40m+0.90m×2-0.24m）×9.99m-0.25m×0.45m×2-0.30m×0.60m×4=18.64m2SWKL2=(0.30m+0.60m×2-0.24m）×（3.49m+5.90m）-0.25m×0.45m×2-0.30m×0.60m×2=11.25m2SWKL3=(0.30m+0.60m×2-0.24m）×（3.49m+5.90m）-0.25m×0.45m×2-0.30m×0.60m×2=11.25m2SWKL5=(0.30m+0.60m×2-0.24m）×（3.49m+5.90m）-0.25m×0.45m×2-0.30m×0.60m×2=11.25m2SWKL6=(0.30m+0.60m×2-0.12m）×（6.48m+3.40m×3+3.70m）-0.25m×0.50m=28.00m2SKL6=(0.30m+0.60m×2-0.24m）×（6.48m+3.45m×2+3.40m+3.70m）-0.25m×0.50m×2=25.55m2SKL4=(0.30m+0.60m×2-0.24m）×（3.78m+3.45m+3.55m+4.00m+3.60m+0.99m）-0.25m×0.50m=24.28m2SKL3=(0.30m+0.60m×2-0.12m）×（3.78m+3.40m×3+3.70m）=22.58m2SL1=(0.25m+0.50m×2-0.24m)×4.09m-0.25m×0.45m=4.02m2SL4=(0.25m+0.45m×2-0.24m)×3.675m=3.34m2SL2=(0.25m+0.50m×2-0.24m)×3.05m=3.08m2SL3=(0.25m+0.45m×2-0.24m)×（3.45m+3.55m+4.00m+3.60m+0.88m）=14.09m2SWKL4=(0.25m+0.45m×2）×7.123m-0.25m×0.45m-0.30m×0.60m=7.90m2SWKL1+=(0.35m+0.70m×2-0.12）×9.39m-0.25m×0.55m×2=15.03m2SKL1+=(0.25m+0.45m×2）×1.90m×7根-0.12m×1.90m×12=12.56m2SWKL2+=(0.25m+0.50m×2-0.12m）×(5.45m+6.68m+3.45m+3.50m+3.85m+3.50)=29.87m2SL5+=(0.25m+0.55m×2-0.12m×2）×5.50m=6.11m2SKL16+=(0.30m+0.60m×2-0.24m）×(5.35m+6.48m+3.40m×3+3.70m)-0.25m×0.50m×2-0.25m×0.55m=32.03m2SKL13+=(0.25m+0.55m×2-0.24m）×6.50m-0.25m×0.55m=7.08m2SKL11+=(0.25m+0.55m×2-0.24m）×6.50m=7.22m2SL7+=(0.25m+0.55m×2-0.12m×2）×3.05m=3.39m2③12.800标高：∑S=73.31m2SWKL5=(0.40m+0.90m×2-0.12m）×6.48m-0.25m×0.55m×5=12.79m2 SWKL4=(0.40m+0.90m×2-0.24m）×6.53m-0.25m×0.55m×5=12.11m2SWKL3=(0.35m+0.70m×2-0.12m）×6.53m-0.25m×0.55m=10.51m2SWKL1=(0.30m+0.60m×2-0.12m）×（3.05m+2.25m）-0.25m×0.50m=7.19m2SWKL2=(0.30m+0.60m×2-0.12m）×（3.05m+2.25m）=7.31m2SL1=(0.25m+0.55m×2-0.24m）×3.05m×4=13.54m2SL2=(0.25m+0.55m×2-0.24m）×（3.05m+2.70m）-0.25m×0.50m=6.26m2SL5=(0.25m+0.50m×2-0.24m）×3.565m=3.60m22、3、板模：∑S=599.80m2①5.000标高板：∑S=287.43m2(293.87√)②9.500标高板：∑S=207.60+64.31m2③12.800标高板：∑S=34.02m22、4、电梯井模：∑S=211.45m2①0.000～5.000标高：（9.40m+13.30m）×5.00m-1.10m×2.00m×2+2.00m×0.45m×2+1.10m×0.45m=111.40m2②5.000～9.500标高：（9.40m+13.30m）×4.50m-1.10m×2.00m×2+2.00m×0.45m×2+1.10m×0.45m=100.05m22、5、楼梯模：∑S=73.01m2①STB5板=（3.99m+4.32m+4.196m+4.199m）×1.475m+26×1.475m×（0.161m+0.179m）+3.76m2×2=45.20m2②Sza柱=（0.30m+0.30m）×2×（2.00m+1.75m）=4.50m2③STL1梁=（0.50m×2-0.12m+0.25m）×3.05m×2根=6.89m2④SXL2梁=（0.50m×2-0.12m+0.25m）×3.05m×2根=6.89m2⑤SXL1梁=（0.50m×2-0.12m+0.25m）×1.14m×2根=2.58m2⑥S平台板=（1.14m×3.05m）×2块=6.95m23、承重架：∑V=4022.32m3①5.000标高：404.96m2×5.00m=2024.8m3②9.500标高：404.96m2×4.50m=1822.32m3③12.800标高：53.10m2×3.3m=175.2m3'