工程量计算.docx
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工程量计算.docx
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工程量计算
筏板基础混凝土工程量
734×0.6=440.40㎥
集水坑:
(1)0.8×1×0.6=0.48㎥
0.8×1×0.35=0.28㎥
(2)A₁=(10.8+0.6+0.95)×(1.0+0.6+0.95)=5.99㎡
A₂=(0.8+0.6)×(1.0+0.6)=2.24㎡
=(0.8+0.6+0.475)×(1.0+0.6)=3.88㎡
V=
=3.76㎥
440.40+3.76-0.48-0.28=443.40㎥
垫层工程量
[(2×65.8+0.4+2×12.8+0.4+2.75×4+2.5×6)×0.35+65.8×12.8]×0.1=90.70㎥
垫层工程量
300mm墙(65.8×2+12.8×2+0.8+2.9+15.75+15.35+8.75+1.6+1.3×6+12+0.6+1.3×6+5.4×5)×0.3×3.9=306.30㎥
600mm墙
(2.9+2.1+2.6+2.7)×0.6×3.9=24.10㎥
200mm墙
(4.4×3+7.4×3+7.7×3+2.1+7.5+3.6×3+2.18×3+2.8×3+7.8×3+10.3)×0.2×3.9=159.66㎥
门窗所占面积
C08120.8×1.2×16=15.36㎡
C12121.2×1.2×19=27.36㎡
C09120.9×1.2×2=2.16㎡
C15151.5×1.5×3=6.75㎡
FM0929甲0.9×2.1×4=7.56㎡
FM1221甲1.2×2.1×1=2.52㎡
FM0921乙0.9×2.1×14=26.46㎡
FM1021乙1.0×2.1×9=18.90㎡
FM1221乙1.2×2.1×3=7.56㎡
FM1220丙1.2×2.0×6=14.40㎡
地下室一
(二)层门窗所在混凝土量
(15.36+27.36+2.16+6.75+4.32)×0.3=16.79㎥
(7.56+2.52+26.46+18.9+7.56+14.40)×0.2=15.48㎥
地下室一层墙柱梁混凝土量
306.30-16.79+24.10+159.66-15.48=457.79㎥
地下室二层墙柱梁混凝土量
306.30+24.10+159.66-15.48=474.58㎥
地下室二层顶板混凝土量
[(9+51+2.3+4.8×1.6+1.5+10.8×1.2+3+4.1×2.3+0.9×2.3+7.8×6.3+2.25×1.6+0.9×1.45+4.1×0.9+2.2×0.9+4.1×5.6+3.7×2.7+2.7×2.4+2.7×2.2+4.1×0.9)×0.18+2.8×0.12]=113.18㎥
地下室一层顶板混凝土量
113.18-(4.0×0.9×2+2.3+1.5+2.1×0.9+1.45×0.9+4.1×0.9+2.2
×0.9+4.1×0.9)×0.18×3-2.8×1.0×0.12×3=105.60㎥
机房墙柱混凝土量
(7.6+2.8+5.4+2.0+2.2+2.4+1.6)×0.2×0.4×3=5.76㎥
机房顶板混凝土量
[2.0×2.0×0.15+(5.0×2.2+2.0×1.6)×0.12]×3=6.91㎥
楼板混凝土量
(0.26×0.163×0.5×8+2.24×0.121×1.15)×(22+6)+0.3×0.35×2.8×(5+23)+1.62×2.2×0.2+1.270×2.2×0.1×14+1.95×0.1×2.2×11=28.67㎥
钢筋工程量
筏板分布筋
选择⑨-⑩/B-E板(
16)
X方向每根钢筋长度=4.3m
X方向钢筋根数=(5.9-0.1-0.2-0.2)/0.2+1=28根
X方向钢筋总长度=4.3×28=120.40m
折算:
⑨-⑩/B-E板面积:
4.3×5.9=25.37㎡
筏板面积=734㎡设X整块筏板X方向钢筋量
X=3483.39m
Y方向每根钢筋长度=5.9m
Y方向钢筋根数=
根
Y方向钢筋总长度=5.9×21=123.90m
X=3584.65m
锚固与封边
一个钢筋封边=600-40×2+150=670mm=0.67m
0.67×161=107.87m
附加下铁
14
①号单根钢筋长为3m
钢筋总长=156×3.5=546.00m
②号单根钢筋长为3.5m
钢筋总长=156×3.5=546.00m
③号单根钢筋长为2.4m
钢筋总长=2.4×171=410.40m
④号单根钢筋长为2.6m
钢筋总长=2.6×174=452.40m
1a号单根钢筋长2.9m
钢筋总长=2.9×150=435.00m
DL2(
22,
10)
每根贯通筋长度=1.0+1.0×2=3.0m
贯通筋长度=3×8=24m
135°弯钩增长=0.68×22+0.18×10+10×10=116.76mm
大箍筋下料长度=(500+600-2×25)×2+2×116.76=2333.52mm=2.33m
箍筋个数=100-10/100+1=11根
大箍筋总下料长度=2.33×11=25.67m
小箍筋下料长度=(167+600-2×25)×2+2×116.76=1.67m
小箍筋总下料长度=1.67×11=18.34m
22的总长度=24×24=576m
10的总长度=(25.67+18.34)×24=1056.24m
DL3(
25,
10)
每根贯通筋长度=1.0+1.0×2=3m
贯通长度=3×12=36m
大箍筋下料长度=(600+600-2×25)×2+2×116.76=2.53m
大箍筋总下料长度=2.53×11=27.87m
中箍筋下料长度=(300+600-2×25)×2+2×116.76=2.05m
中箍筋总下料长度=2.05×11=22.59m
小箍筋下料长度=(120+600-2×25)×2+2×116.76=1.57m
小箍筋总下料长度=1.57×11=17.31m
25的总长度=36m
10的总长度=27.87+22.59+17.31=62.77m
地下室钢筋量
(
14,
10)
纵筋量=3.82×15=57.30m
135°弯钩增加长度=0.68×14+0.18×10+10×10=111.32mm
箍筋下料长度1=(300+600-120)×2+2×111.32=1.78m
箍筋下料长度2=(300+750-120)×2+2×111.32=2.08m
箍筋个数=(3.82-0.1)/0.15+1=26根
箍筋总长=(1.78+2.08)×26=100.36m
AZ2(
16,
10,Φ6)
纵筋量=3.82×18=68.76m
135°弯钩增加长度=0.68×16+0.18×10+10×10=112.68mm
箍筋下料长度=(300+1450-120)×2+2×112.68=3.49m
箍筋个数=26根
钢筋总长=26×3.49=90.74m
拉筋
180°弯钩增加长度=6.25×6=37.5mm
拉筋长度=(300-60-10×2)+37.5×2=0.30m
总长=0.30×6×26=46.80m
AZ3(
14,
10,Φ6)
纵筋量=3.85×19=72.56m
135°弯钩增加长度=111.32mm
箍筋下料长度1=1.78m
箍筋下料长度=(300+600-120)×2+2×111.32=2.58m
箍筋总长=(1.78+2.58)×26=113.36m
拉筋总长=0.3×3×26=23.40m
AZ4(
14,
10)
纵筋量=15×3.82=57.30m
135°弯钩增加长度=111.3mm
箍筋下料长度1=1.78m
箍筋下料长度2=(300+500-120)×2+2×111.32=1.68m
箍筋总长=(1.78+1.68)×26=89.96m
AZ5(
14,
8,Φ6)
纵筋总长=16×3.82=61.12m
135°弯钩增加长度=0.68×12+0.18×8+10×8=89.60mm
箍筋下料长度1=(200+600-120)×2+2×89.60=1.54m
箍筋下料长度2=(300+750-120)×2+2×89.60=2.04m
箍筋总长=(1.54+2.04)×26=93.08m
拉筋总长=0.3×2×26=15.60m
AZ6(
12,
8)
纵筋量=16×3.82=61.16m
135°弯钩增加长度=89.60mm
箍筋总长=1.54m
箍筋总长=1.54×26=40.04m
AZ6(
12,
8)
纵筋量=7×3.82=26.74m
135°弯钩增加长度=89.60mm
箍筋下料长度=(300+400-120)×2+2×89.60=1.34m
箍筋总长=1.34×26=34.84m
拉筋长=0.3×26=7.8m
AZ8(
12,
8,Φ6)
纵筋量=18×3.82=68.76m
135°弯钩增加长度=89.60mm
箍筋下料长度1=1.54m
箍筋下料长度2=(300+550+400-120)×2+2×89.60=2.44m
箍筋总长=(1.54+2.44)×26=103.48m
拉筋长=0.3×2×26=15.60m
AZ9(
16,
10,Φ6)
纵筋量=14×3.82=53.24m
135°弯钩增加长度=112.68mm
箍筋下料长度=(300+1000-120)×2+2×112.68=2.59m
箍筋个数=(3.82-0.1)/0.1+1=38根
箍筋总长=2.59×38=98.42m
拉筋长度=4×0.3×26=31.20m
AZ10(
12,
8)
纵筋量=10×3.82=38.20m
135°弯钩增加长度=89.60mm
箍筋下料长度1=(200+500-120)×2+2×89.60=1.34m
箍筋下料长度2=(200+300-120)×2+2×89.60=0.94m
箍筋总长=(1.34+0.94)×26=59.28m
AZ11(
12,
8)
纵筋量=16×3.82=61.12m
135°弯钩增加长度=89.60mm
箍筋下料长度1=(200+600-120)×2+2×89.60=1.54m
箍筋出来长度2=(200+500-120)×2+2×89.60=1.34m
箍筋总长=(1.54+1.34)×26=109.72m
AZ12(
12,
8,Φ6)
纵筋量=6×3.82=22.92m
135°弯钩增加长度=89.60mm
箍筋下料长度=(200+400-120)×2+2×89.60=1.14m
箍筋总长=1.14×26=29.64m
拉筋长度=(200-60-16)+370005×2=0.2m
拉筋长=0.2×26=5.2m
AZ13(
12,
8)
纵筋量=3.82×10=38.20m
135°弯钩增加长度=89.60mm
箍筋下料长度1=(200+400-120)×2+2×89.60=1.14m
箍筋下料长度2=(200+500-120)×2+2×89.60=1.34m
箍筋总长=(1.14+1.34)×26=53.48m
AZ14(
12,
8)
纵筋量=3.82×14=53.48m
135°弯钩增加长度=89.60mm
箍筋下料长度1=(200+500-120)×2+2×89.60=1.34m
箍筋下料长度2=(200+600-120)×2+2×89.60=1.54m
箍筋总长=(1.34+1.54)×26=74.88m
AZ15(
12,
8)
纵筋量=12×3.82=45.84m
135°弯钩增加长度=89.60mm
箍筋下料长度1=1.54m
箍筋下料长度2=(200+300-120)×2+2×89.60=0.94m
箍筋总长=(1.54+0.94)×26=64.48m
AZ16(
12,
8)
纵筋量=12×3.82=45.84m
135°弯钩增加长度=89.60mm
箍筋下料长度1=1.34m
箍筋下料长度2=(200+400-120)×2+2×89.60=1.14m
箍筋总长=(1.34+1.14)×26=64.48m
AZ17(
12,
8)
纵筋量=20×3.82=76.40m
135°弯钩增加长度=89.60mm
箍筋下料长度1=(200+500-120)×2+2×89.60=1.34m
箍筋下料长度2=(200+900-120)×2+2×89.60=2.14m
箍筋总长=(1.34×2+2.14)×26=125.32m
AZ18(
12,
8,Φ6)
纵筋量=14×3.82=53.48m
135°弯钩增加长度=89.60mm
箍筋下料长度1=(200+1000-120)×2+2×89.60=2.34m
箍筋下料长度2=(200+200-120)×2+2×89.60=0.74m
箍筋总长=(2.34+0.74)×26=80.08m
拉筋长=0.2×4×26=20.80m
AZ19(
12,
10,Φ6)
纵筋长=15×3.82=57.30m
135°弯钩增加长度=0.68×12+0.18×10+10×10=109.96mm
箍筋下料长度1=(200+1050-120)×2+2×109.96=2.48m
箍筋下料长度2=(200+900-120)×2+2×109.96=2.18m
箍筋下料长度3=(200+300-120)×2+2×109.96=0.98m
箍筋总长=(2.48+2.18+0.98)×26=149.64m
拉筋长=0.2×7×26=36.40m
AZ20(
14,
10)
纵筋量=14×3.82=53.48m
135°弯钩增加长度=111.32m
箍筋下料长度=(300+600-120)×2+2×111.32=1.78m
箍筋总长=1.48×2×26=92.56m
AZ20(
14,
10,Φ6)
纵筋量=16×3.82=61.12m
135°弯钩增加长度=111.32m
箍筋下料长度1=(300+800-120)×2+2×111.32=2.18m
箍筋下料长度2=(200+600-120)×2+2×111.32=1.58m
箍筋总长=(2.18+1.58)×26=97.76m
拉筋长=0.3×2×26=15.60m
AZ22(
14,
10,Φ6)
纵筋量=34×3.82=129.88m
135°弯钩增加长度=111.32m
箍筋下料长度1=(300+1200-120)×2+2×111.32=2.98m
箍筋下料长度2=(300+1100-120)×2+2×111.32=2.78m
箍筋下料长度3=(300+900-120)×2+2×111.32=2.18m
箍筋总长=(2.98+2.78+2.18)×26=206.44m
拉筋长=0.3×8×26=62.40m
AZ23(
14,
10,Φ6)
纵筋量=12×3.82=45.84m
135°弯钩增加长度=111.32m
箍筋下料长度1=(300+800-120)×2+2×111.32=2.18m
箍筋下料长度2=(300+300-120)×52+2×111.32=1.18m
箍筋总长=(2.18+1.18)×26=87.36m
拉筋长=0.3×2×26=15.60m
AZ24(
12,
10,Φ6)
纵筋长=16×3.82=61.12m
135°弯钩增加长度=109.96m
箍筋下料长度1=(300+900-120)×2+2×109.96=2.38m
箍筋下料长度2=(300+400-120)×2+2×109.96=1.38m
箍筋总长=(2.38+1.38)×26=97.76m
拉筋长=0.3×2×26=15.60m
AZ25(
14,
10,Φ6)
纵筋量=20×3.82=76.40m
135°弯钩增加长度=111.32m
箍筋下料长度1=(300+1300-120)×2+2×111.32=3.18m
箍筋下料长度2=(300+600-120)×2+2×111.32=1.78m
箍筋总长=(3.18+1.78)×26=128.96m
拉筋长=0.3×4×26=31.20m
AZ26(
14,
10,Φ6)
纵筋量=24×3.82=91.68m
135°弯钩增加长度=111.32m
箍筋下料长度1=(300+600-120)×2+2×111.32=1.78m
箍筋下料长度2=(300+1100-120)×2+2×111.32=2.78m
箍筋总长=(2×1.78+2.48)×26=164.84m
拉筋长=0.3×2×26=15.60m
AZ27(
14,
10,Φ6)
纵筋量=18×3.82=68.76m
135°弯钩增加长度=111.32m
箍筋下料长度1=(300+1000-120)×2+2×111.32=0.78m
箍筋下料长度2=(200+600-120)×2+2×111.32=1.58m
箍筋总长=(0.78+1.58)×26=61.36m
拉筋长=0.3×2×26=15.60m
AZ28(
16,
10,Φ6)
纵筋量=16×3.82=61.12m
135°弯钩增加长度=0.68×16+0.18×10+10×10=112.68m
箍筋下料长度=(300+1100-120)×2+2×111.68=2.79m
箍筋总长=2.79×38=105.84m
拉筋长=5×0.3×38=57m
AZ29(
14,
10,Φ6)
纵筋量=22×3.82=84.04m
135°弯钩增加长度=111.32m
箍筋下料长度1=(300+1350-120)×2+2×111.32=3.28m
箍筋下料长度2=(200+600-120)×2+2×111.32=1.58m
箍筋总长=(3.28+1.58)×26=126.36m
拉筋长=0.3×4×26=31.20m
AZ30(
14,
10,Φ6)
纵筋长=14×3.82=91.68m
135°弯钩增加长度=111.32m
箍筋下料长度1=(300+1550-120)×2+2×111.32=3.68m
箍筋下料长度2=(600+600-120)×2+2×111.32=2.38m
箍筋下料长度3=(600+300-120)×2+2×111.32=1.78m
箍筋总长=(3.68+2.38+1.18)×26=203.84m
拉筋长=0.3×3×26+0.6×26=39.00m
AZ31(
14,
10)
纵筋长=14×3.82=54.38m
135°弯钩增加长度=111.32m
箍筋下料长度1=(600+600-120)×2+2×111.32=2.38m
箍筋下料长度2=(300+600-120)×2+2×111.32=1.78m
箍筋总长=(2.38+1.78×2)×26=154.44m
AZ32(
14,
10,Φ6)
纵筋长=20×3.82=76.40m
135°弯钩增加长度=111.32m
箍筋下料长度1=(300+1200-120)×2+2×111.32=2.98m
箍筋下料长度2=(600+600-120)×2+2×111.32=2.38m
箍筋下料长度3=(600+300-120)×2+2×111.32=1.78m
箍筋总长=(2.98+2.38+1.78)×26=185.64m
拉筋长=0.6×26=15.60m
AZ33(
14,
10,Φ6)
纵筋长=22×3.82=84.04m
135°弯钩增加长度=111.32m
箍筋下料长度1=(300+1300-120)×2+2×111.32=3.18m
箍筋下料长度2=(200+600-120)×2+2×111.32=1.58m
箍筋总长=(3.18+1.58)×26=123.76m
拉筋长=0.3×4×26=31.20m
AZ34(
16,
10,Φ6)
纵筋长=16×3.82=61.12m
135°弯钩增加长度=0.68×16+0.18×10+10×10=112.68m
箍筋下料长度=(300+1150-120)×2+2×112.68=2.89m
箍筋总长=2.89×38=109.82m
拉筋长=0.3×5×38=57.00m
AZ35(
16,
10,Φ6)
纵筋长=18×3.82=68.76m
135°弯钩增加长度=112.68m
箍筋下料长度=(300+1350-120)×2+2×112.68=3.29m
箍筋总长=3.29×26=85.54m
拉筋长=0.3×6×26=46.80m
AZ6a(
12,
8)
纵筋长=8×3.82=30.56m
135°弯钩增加长度=0.68×12+0.18×8+10×8=89.60m
箍筋下料长度1=(200+500-120)×2+2×89.60=1.34m
箍筋下料长度2=(200+200)×2+2×89.60=0.74m
箍筋总长=(1.34+0.74)×26=54.08m
AZ10a(
12,
8)
纵筋长=10×3.82=38.20m
135°弯钩增加长度=89.60m
箍筋下料长度1=(200+550-120)×2+2×89.60=1.44m
箍筋下料长度2=(200+300-120)×2+2×89.60=0.94m
箍筋总长=(1.44+0.94)×26=61.88m
AZ13a(
12,
8,Φ6)
纵筋长=14×3.82=54.38m
135°弯钩增加长度=89.60m
箍筋下料长度1=(200+750-120)×2+2×89.60=1.84m
箍筋下料长度2=(200+500-120)×2+2×89.60=1.34m
箍筋总长=(1.84+1.34)×26=82.68m
拉筋长=0.2×26=5.2m
AZ19a(
12,
8,Φ6)
纵筋长=16×3.82=61.12m
135°弯钩增加长度=89.60m
箍筋下料长度1=(200+900-120)×2+2×89.60=2.14m
箍筋下料长度2=(200+300-120)×2+2×89.60=0.94m
箍筋下料长度3=(200+400-120)×2+2×89.60=1.14m
箍筋总长=(2.14+0.94+1.14)×26=109.72m
拉筋长=0.2×2×26=10.40m
AZ20a(
14,
10)
纵筋长=14×3.82=53.48m
135°弯钩增加长度=111.32m
箍筋下料长度=(300+600-120)×2+2×111.32=1.78m
箍筋总长=2×1.78×26=92.56m
地下室暗柱
14总量=(57.40×4+72.58×4+57.3×6+53.48+61.12×2+129.88×2+45.84×2+76.40×1+76.40×3+91.68×6+68×76×3+84.04×3+91.68+54.38+76.40+76.40+84.04+53.48×3)×2=6251.32m
12总量=(61.12×3+30.56×8+26.74×3+68.76×3+38.20×9+61.12×6+22.92×27+38.20×3+53.48×3+4
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