手算的地下室砖模和垫层的工程量

工程名称：云和二期序号项目名称计算式砖模水泥多孔砖（240*115*90）计量󰀀单位工程量第1页 共1页

备注后浇带(D,E)[(6+6.7)*0.495/2*0.12]*2*1/0.002484=304[(99.73+100.43)*0.495/2*0.12]*1/0.002484*2=4786应扣除[（2.5+3.2）*0.495/2*0.12]*1/0.002482*12=816块4274.00后浇带(12,B4-31)(17.15*0.495*0.12)*2*1/0.002484=820块820.00(21.225+21.925)*0.495/2*0.12*2*1/0.002482=1032(2.4+3.1)*0.495/2*0.12*2*1/0.002482=后浇带(B4-62，B3-1) A/8178(1.4+2.1)*0.495/2*0.12*2*1/0/002482=84块1294.000后浇带(B3-29，B3-31)38.975*0.495*2*0.12*0.00248=1864应扣除0.35*0.495*0.12*1/0.002484=8应扣除(2.344+2.6)*0.495/2*0.12*1/0.002484=59块1797.00北4集水井(1.7+2.4)*1.298/2*0.24*1/0.002484*4=1028 处于高低跨应扣除(2.232+2.4)*0.312/2*0.24*1/0.002482=70 应扣除（1.035+1.203）*0.312/2*0.24*2*1/0.002484=68处于B/08位置 257*3=771(1.7+1.924 )*0.565*0.24*0.002484=99块6900.007个北3集水井(1.8+2.6)*1.312/2*0.24*4*1/0.002484=1116 处于高低跨的集水井应扣除(2.344+2.6)*0.421/2*0.24=101应扣除(1.406+1.15)*0.421/2*0.24*1/0.002484*2=104处于高低跨后浇带位置的集水井应扣除(1.1+1.25)*0.495/2*0.24*1/0.002482=56 应扣除（1.406+1.15）*0.421/2*0.24*1/0.002484=52 应扣除[(1.12*0.421)+(1.1+1.406)*0.788+(1.15+1.406)*0.788+(1.2+1.9)*0.495]/2*0.24*1/0.002484=289块3862.004个JZM1(3.1+2.5)*0.25/2*0.12*1/0.002484=68(2.45*0.5)/2*0.12*2*1/0.002484=5912*68+12*59=1524(3.1+2.5)*0.5/2*0.12*1/0.002484*4*24=6582块8052.0036个北3 北4电梯井(3.3+6.5)*2.263/2*0.24*1/0.002484=1071*4=4284*7=29988块29988.007个A/08(21.175*21.825)*0.5/2*0.12*1/0.002484=519*2=1038块1038.002个北3高低跨[(61.9*0.565)-(0.4*0.565)/2]*0.12*1/0.002484=1684扣除(2.344+2.6)*0.5/2*0.12*1/0.002484=60*2=120块1564.00北4高低跨[(58.95*0.424)-0.3*0.424/2]*0.12*1/0.002484=1210扣除56[(7.85*1.167)-0.8*0.95/2]*0.24*1/0.002484=608块1762.00B/08(21.175+21.85)*1.768/2*0.24*1/0.002484=3673(0.8*1.201)*0.24*1/0.002484=930.8*1.242*0.24*1/0.002484=96(21.175+21.85)*0.5/2*0.12*1/0.002484=5200.8*0.71/2*0.12*1/0.002484=14块4396.00总共块65747.00 垫层C15 厚100mm北3 北4电梯井应扣除1.6*6.5*0.1*4=4.16*7=29.12m³29.12北3 北4集水井应扣除2.6*0.1*0.4*4*4=1.6642.4*0.1*0.35*4*7=2.352m³4.02厚浇带(D,E)应扣除6.7*0.35*0.1*2=0.469100.43*0.35*0.1*2=7.0301m³7.50后浇带(12,B4-31)应扣除17.15*0.35*0.1*2=3.5m³3.50应扣除后浇带(B4-62，B3-1) A/8(21.225*0.1*0.35)*2+(3.1*0.1*0.35)*2+(2.1*0.1*0.35)*2=1.84975m³1.85后浇带(B3-29，B3-31)应扣除38.975*0.1*0.35*2=1.364125m³1.36JZM1应扣除3.1*0.4*0.1=0.1242.45*0.4*0.1*2=0.1960.1665*12=1.9983.1*0.4*0.1*4*24=11.904m³17.74A/08应扣除21.825*0.4*0.1*2=1.746m³1.75B/08应扣除21.85*1.25*0.1=2.7312521.85*0.4*0.1=0.874(0.8*0.1*0.95)+(0.8*0.1*0.85)=0.144m³3.75北3和北4高低跨应扣除61.9*0.4*0.1=2.47658.95*0.4*0.1+7.85*0.85*0.1=3.02525m³5.50垫层总共需要107.221+263.88115+144.9731-76.09=439.98525m³439.99鲁班土建24.0.0