工程量计算表1

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工程量）计算公式首层建筑面积：=(6.9+0.25×2)×(6.18+2.22+6.3+3.6+0.225+0.25)+(6.9×3-0.25×2)×(6.18+2.22+6.3+0.25×2)+(3.6+0.37)×(0.9-0.25+0.37)+(6.18+2.22+6.3+0.37+0.25×2)×(7.2+3.6)+(3.6+0.25×2)×16.1+(7.2×4+3.6)×15.2+(3.6+0.25×2)×0.9+[(4.32-1.15)×11.25-0.185×(0.9+0.5+1.5)+3.05×13.25+2.8×5.0]×0.5+[3.17×11.25-0.185-2.9+40.4125+14.0]×0.5=1225.12965二层建筑面积：=(3.6+0.225-0.25)×(6.9+0.25×2)+(6.3+2.22+6.18+0.25×2)×(0.815+0.25)+6.9×4×16.1+16.1×(7.2×6+3.6+0.5)-(1.185-0.25)0.9×2+0.185×(0.9+0.25×2+1.5)=1247.3865六层建筑面积：=(3.6+0.25×2)×16.1+0.5×2.1+14.4×15.2+4.1×0.9×2+15.2×(3.6+0.25×2)=355.64总建筑面积：1225.12965+1247.3865×4+355.64=6570.32S=首层面积=(6.9+0.25×2)×(6.18+2.22+6.3+3.6+0.225+0.25)+(6.9×3-0.25×2)×(6.18+2.22+6.3+0.25×2)+(0.36+0.37)×(0.9-0.25+0.37)+(6.18+2.22+63+0.37+0.25×2)×(7.2+0.6)+(3.6+0.25×2)×16.1+(7.2×4+3.6)×15.2+(3.6+0.25×2)×0.9+[(4.32-1.15)×11.25-0.185×(0.9+0.5+1.5)+3.05×13.25+2.8×5.0]×0.5=1225.130S=首层面积=(6.9+0.25×2)×(6.18+2.22+6.3+3.6+0.225+0.25)+(6.9×3-0.25×2)×(6.18+2.22+6.3+0.25×2)+(0.36+0.37)×(0.9-0.25+0.37)+(6.18+2.22+63+0.37+0.25×2)×(7.2+0.6)+(3.6+0.25×2)×16.1+(7.2×4+3.6)×15.2+(3.6+0.25×2)×0.9+[(4.32-1.15)×11.25-0.185×(0.9+0.5+1.5)+3.05×13.25+2.8×5.0]×0.5=1225.130按设计图示尺寸以基础垫层底面积乘以挖土深度计算，挖土深度1.25mS=11.0×21.675+2.2×50.6+(50.6+17.1)×(18.9-2.2)+2.1×(31.7-11.0)=1523.805V=1523.805×1.25=1904.756基底扦探：S=1523.805挖土深度为1.25m<1.35m,故无放坡，只需要考虑增加工作面300mmV=[11.6×2.875+51.2×2.2+79.3×(22.275-2.875-2.1)+32.3×2.1]×1.25=1982.138单数量位m26570.32m21225.13m21225.13m31904.76m31982.14序项目名号称土石方回填（清4单工程量）续附录表三工程量计算表单计算公式数量位基础回填=挖基础土方-地下基础及垫层体积J-1:垫层体积=(3.8+0.2)2×0.1×5=8.0基础体积=[0.3×3.8×3.8+(0.5+0.1)2×0.15+(3.82+0.62+√3.82+0.62)/3×0.4]×5=34.36J-2:垫层体积=0.1×4.2×4.2×11=19.404基础体积=[4×4×0.4+(0.1+0.5)2×0.15+(42+0.62+√42+0.62)/3×0.4]×1=100.925J-3:垫层体积=0.1×3.2×3.2×6=6.144基础体积=[3×3×0.3+(0.5+0.1)2×0.25+(32+0.62+√32+0.62)/3×0.3]×6=24.192J-4:垫层体积=0.1×（4.8+0.2）2×5=12.5基础体积=[4.8×4.8×0.3+(4.82+0.72+√4.82+0.72)/3×0.55]×5=60.575J-5:垫层体积=0.1×5.2×5.2×2=5.408m3177.09基础体积=[5×5×0.3+(52+0.72+√52+0.72)/3×0.55]×2=26.198J-5a:垫层体积=0.1×5.22=2.704基础体积=[5×5×0.4+(52+0.72+√52+0.72)/3×0.55=15.599J-6:垫层体积=0.1×2.52=0.265基础体积=2.3×2.3×0.3+0.552×0.25+(2.32+0.552+√2.32+0.552)/3×0.3=2.458J-6a:垫层体积=0.1×2.52=0.265基础体积=2.3×2.3×0.3+0.552×0.25+(2.32+0.552+√2.32+0.552)/3×0.3=2.458J-7:垫层体积=0.1×(2.6+0.2)2=0.784基础体积=2.62×0.3+0.62×0.25+(2.62+0.62+√2.62+0.62)/3×0.3=续附录表三工程量计算表序项目名计算公式单数量号称位11.91J-8:垫层体积=0.1×(3.8+0.2)×(5.9+0.2)×2=4.88基础体积={3.8×5.9×0.4+[3.8×5.9+(0.5+0.1)×(2.1+0.5+0.1)+√3.8×5.9+0.6×2.7]×0.35+(0.5+0.1)×(2.1+0.5+0.1)×0.1}×2=25.014J-9:垫层体积=0.1×(3+0.2)×(5.1+0.2)=1.696基础体积=3×5.1×0.4+[3×5.1+(0.5+0.1)×(2.1+0.5+0.1)+√3×5.1+0.6×2.7]×0.35]+(0.1+0.1)×(2.1+0.5+0.1)×0.1=8.736J-10:垫层体积=0.1×(4.2+0.2)×(7.8+0.2)=3.52基础体积=4.2×7.8×0.4+[4.2×7.8+(0.6+0.1)×(3.6+0.5+0.1)+√4.2×7.8+0.7×4.2]/3×0.4+0.7×4.2×0.05=18.808独立基础垫层总体积=66.29，独立基础总体积=331.229连梁LL1体积=[0.35×4.05×0.65+0.5×0.55×(2.35-0.3)×0.35+0.35×0.5×(0.1+0.55)×(2-0.3)]×5+[3.95×0.65+0.5×0.55×(2.45-0.3)+0.5×(0.1+0.55)×(2-0.3)]×0.35×2+[(8.4-2-2.45)×0.65+0.5×(0.1+0.×(2-0.3)+0.5×(0.1+0.55)×(2-0.3)+0.5×0.55×(2.45-0.3)×0.35+[0.65×(8.4-2-2.05)+0.5×(0.1+0.55)×(2-0.3)+0.5×(0.05+0.45)×(2.05-0.3)]×0.35+[0.5×(0.1+0.55)×(2-0.3)+0.5×0.55×(2.4-0.35)+(6.9-2-2.4)×0.65]×0.35+[0.5×0.55×(2.4-0.35)×2+0.65×(6.9-2.4-2.4)]×0.35+[0.5×0.55×(2.4-0.35)+0.5×0.55×(2.5-0.35)+(6.9-2.4-2.5)×0.65]×0.35+[0.5×0.55×(2.5-0.35)+0.5×(0.1+0.45)×(1.9-0.3)+0.65×(6.9-2.5-1.9)]×0.35+[0.5×0.55×(2.45-0.3)+0.5×(0.1+0.45)×(1.9-0.3)+(7.2-1.9-2.45)×0.65]×0.35+[0.5×0.55×(2.55-0.4)+0.5×0.55×(2.5-0.35)+(7.2-2.55-2.5)×0.65]×0.35+[0.5×0.55×(2.5-0.35)+0.50.55×(2.4-0.35)+(7.2-2.5-2.4)×0.65]×0.35+[0.5×0.55×(2.4-0.35)×续附录表三工程量计算表序项目名计算公式单数量号称位2+0.65×(7.2-2.4-2.4)]×0.35×2+[0.5×0.55×(2.4-0.35)+0.5×(0.05+0.45)×(2.1-0.4)+0.65×(7.2-2.4-2.1)]×0.35+[0.5×(0.15+0.55)×(1.9-0.3)×2+0.65×(6.9-1.9×2)]×0.35=22.192连梁LL2体积=[0.5×(0.4+0.15)×(1.9-0.3)+0.5×(0.4+0.15)×(2-0.3)+(6.9-1.9-2)×0.65]×0.4+[0.5×(0.4+0.15)×(1.9-0.3)+0.5×(0.4+0.15)×(2-0.3)+(8.4-1.9-2)×0.65]×0.4+[0.5×(0.4+0.15)×(2-0.3)×2+(6.9-2-2)×0.65]×0.4×2+[0.5×(0.4+0.15)×(2-0.3)2+(7.2-2-2)×0.65]×0.4×5+[0.5×(0.4+0.15)×(2-0.3)+0.5×(0.1+0.35)(1.9-0.3)+(6.9-1.9-2)×0.65]×0.4+[0.5×(0.4+0.15)(2-0.3)+0.5×(0.1+0.35)×(1.9-0.3)+(7.2-1.9-2)×0.65]×0.4+[0.5×(0.3+0.25)×(1.5-0.3)+0.5×(0.05+0.4)×(2.05-0.3)+(8.4-1.5-2.05)×0.65]×0.4+[(0.25+0.3)×(1.125-0.25)+(6.9-1.125×2)0.65]0.4+[0.5×(0.4+0.15)×(1.9-0.3)+0.5×(0.3+0.25)×(1.5-0.3)+(6.9-1.9-1.5)×0.65]×0.4×2+[0.5×(0.4+0.15)×(1.9-0.3)+0.5×(0.05+0.35)×(1.5-0.3)+(6.9-1.9-1.5)×0.65]×0.4+[0.5×(0.05+0.35)×(1.5-0.3)+0.5×(0.4+0.15)×(2-0.3)+(7.2-1.5-2)×0.65]×0.4+[0.5×(0.4+0.15)×(1.9-0.3)+0.5×(0.4+0.15)×(2-0.3)+(7.2-1.9-2)×0.65]×0.4+[0.5×(0.4+0.15)×(2-0.3)+0.5×(0.3+0.25)×(1.5-0.3)+(7.2-1.5-2)×0.65]×0.4+[(0.3+0.25)×(1.5-0.3)+(7.2-1.5-1.5)×0.65]×0.4×3=29.783连梁LL3体积续附录表三工程量计算表序项目名计算公式单数量号称位=[0.5×0.55×(2.45-0.4)+0.5×(0.4+0.15)×(1.9-0.3)+(6.3-2.45-1.9)×0.55]×0.35+[0.5×0.55×(2.45-0.4)+0.5×(0.3+0.25)×(1.5-0.3)+(6.3-2.45-1.5)×0.55]×0.35+[0.5×0.55×(2.55-0.4)+0.5×(0.4+0.15)×(1.9-0.3)+(6.3-2.55-1.9)×0.55]×0.35+[0.5×(0.35+0.1)×(1.9-0.3)+0.5×(0.1+0.35)×(1.5-0.3)+(4.2-1.5-1.9)×0.55]×0.35+[0.5×0.55×(2.55-0.4)+0.5×(0.4+0.15)×(2-0.3)+(7.2-2.55-2)×0.55]×0.35+[0.5×0.55×(2.55-0.4)+0.5×(0.4+0.15)×(1.9-0.3)+(7.2-2.55-1.9)×0.55]×0.35+[0.5×0.55×(2.45-0.4)+0.5×(0.3+0.25)×(1.5-0.3)+(7.2-2.45-1.5)×0.55]×0.35×3+[0.5×(0.05+0.4)×(2.15-0.4)+0.5×(0.3+0.25)×(1.5-0.3)+(6.3-1.5-2.15)×0.55]×0.35+[0.5×(0.35+0.1)×(1.9-0.3)×2+(6.3-1.9-1.9)×0.55]×0.35=8.676连梁LL4体积=[0.5×(0.4+0.15)×(2-0.3)+0.5×(0.4+0.15)×(1.9-0.3)+(6.3-1.9-2)×0.55]×0.4+[0.5×(0.4+0.15)×(1.9-0.3)+0.5×(0.25+0.3)×(1.125-0.25)+(3.6-1.9-1.125)×0.55]×0.4+[0.5×(0.4+0.15)×(1.9-0.3)+0.5×(0.25+0.3)×(1.125-0.25)+(3.6-1.9-1.125)×0.55]×0.4+[0.5×(0.05+0.4)×(2.1-0.3)+0.5×(0.25+0.3)×(1.3-0.3)+(6.3-2.1-1.3)×0.55]×0.4+[0.5×(0.3+0.25)×(1.5-0.3)+0.5×(0.25+0.3)×(1.3-0.3)+(3.6-1.5-1.3)×0.55]×0.4+[0.5×(0.15+0.4)×(2-0.3)+0.5×(0.25+0.3)×(1.5-0.3)+(3.6-2-1.5)×0.55]×0.4=3.554续附录表三工程量计算表序项目名计算公式单数量号称位连梁总体积=22.192+29.783+8.676+3.554=64.205无连梁部分内墙砖基础体积=[0.7×0.3+0.24×(0.85-0.45)+0.01575]×[(6.3-0.24)×7+(6.18-0.24)×6+(6.4-0.24)+(6.9×2+3.3-0.24×2)+(6.9-0.24×2)+(7.2-0.24×2)+(3.6+7.2×5+3.6-2.4)]=49.768无连梁部分砖基础体积=[0.37×（1.5-0.3-0.45）+0.01575+0.3×0.8]×(3.6×3+0.9×6)=8.639连梁部分砖基础体积=0.37×(0.65-0.45)×[74.4×2+(8.4+6.3+2.1)×2+3.6×2-0.5×28-0.4×2-3.6×3]+0.24×(0.65-0.45)×[(6.9-0.5)+(6.9-0.25-0.3)×4+(7.2-0.25-0.3)+(7.2-0.6)×5+(6.3-0.25-0.3)×9+(8.4-0.25-0.3)×9+(4.2-0.5)+(6.3-0.5)]=21.8968基础回填=1904.756-(66.29+331.229+64.205+49.768+21.8968+8.639)=1362.73室内回填={(6.9-0.24)×(3.6-0.25-0.145)+(3.3-0.24+3.6-0.24)×(6.3+0.02)+(6.9-0.24+6.9-0.24×2)×(6.3+0.02)+[(3.3-0.24)2+(3.6-0.24)×(3.3-0.24)+(3-0.24)×(3.3-0.24)+(3.6-0.24)×(3-0.24)]×2+(6.9×3+3.3)×1.8+(6.18-0.24)×(6.9-0.24+6.9×2-0.24+3.3-0.24)+(2.22+6.18+0.9-0.37)×(3.6-0.37)+0.37×6.18+2.1×(7.2-0.37)+(4.2+0.13)×(7.2-0.5)+(6.18+2.22)×(7.2+3.6-0.37)+(6.3+0.01-0.12)×[3.6-0.24+7.2+3.6-0.24+(3.6-0.24)×5]+[(6.18+0.9-0.24)×(3.6-0.5+0.13)+0.13×(0.78-0.25)]×2+(6.18-0.24)×(3.6-0.24)×8+(7.2×4+3.6×2)×1.8×0.4-[(0.45-0.37)×(0.225-0.145)×2+0.26×0.13×20+0.13×0.13×25+0.5×0.13×5+0.5×0.5×2+0.13×0.37+(2.22+0.25-0.24)×0.26+0.26×0.26×2+0.26×0.5]}0.4=408.363土（石）方回填体积=1362.728+408.363=1771.091续附录表三工程量计算表序项目名计算公式单数量号称位基础回填=1982.138-(66.29+331.229+64.205+49.768+21.8968+8.639)=1484.17室内回填={(6.9-0.24)×(3.6-0.25-0.145)+(3.3-0.24+3.6-0.24)×(6.3+0.02)+(6.9-0.24+6.9-0.24×2)×(6.3+0.02)+[(3.3-0.24)2+(3.6-0.24)×(3.3-0.24)+(3-0.24)×(3.3-0.24)+(3.6-0.24)×(3-0.24)]×2+(6.9×3+3.3)×1.8+(6.18-0.24)×(土石方6.9-0.24+6.9×2-0.24+3.3-0.24)+(2.22+6.18+0.9-0.37)×回填（施(3.6-0.37)+0.37×6.18+2.1×(7.2-0.37)+(4.2+0.13)×(7.m31892.54工方案2-0.5)+(6.18+2.22)×(7.2+3.6-0.37)+(6.3+0.01-0.12)×[工程量）3.6-0.24+7.2+3.6-0.24+(3.6-0.24)×5]+[(6.18+0.9-0.24)×(3.6-0.5+0.13)+0.13×(0.78-0.25)]×2+(6.18-0.24)×(3.6-0.24)×8+(7.2×4+3.6×2)×1.8×0.4-[(0.45-0.37)×(0.225-0.145)×2+0.26×0.13×20+0.13×0.13×25+0.5×0.13×5+0.5×0.5×2+0.13×0.37+(2.22+0.25-0.24)×0.26+0.26×0.26×2+0.26×0.5]}×0.4=408.363土（石）方回填体积=1484.174+408.363=1892.5368地基强按设计图示尺寸以面积计算5S=(7+6.9×2)×(6.5+19.2+6.1)+(7.2+6.9×2)×(6.1+19.2+m22645.66夯5.5)+(7.2×5+3.6+7)×(19.2+5.5+4)=2645.66按设计图示尺寸以体积计算，需扣除圈梁、构造柱的体积，基础长度：外墙按中心线，内墙按净长线计算无连梁部分内墙砖基础V1=(0.24×0.85+0.01575-0.24×0.24)×154.68=25.081无连梁部分外墙砖基础V2=[0.37×(1.5-0.3)+0.01575-0.24×0.37]×16.2=6.009连梁部分内墙砖基础V3=(0.24×0.65-0.24×0.24)×203.35=20.0106砖基础连梁部分外墙砖基础m374.99V4=0.37×(0.65-0.24)×164=24.879应扣除构造柱体积V5=(0.24+0.06)×0.24×0.14×30+[(0.24+0.03)2-0.032]×0.14×2+[(0.24+0.06)2-0.062]×0.14×9+[(0.24+0.06)×(0.24+0.03)-0.03×0.06]×0.14×17+(0.24+0.03)×0.24×0.14×7+(0.37+0.06)×0.37×0.14×3+[(0.37+0.03)2-0.032]×0.14×6+[(0.37+0.06)×(0.37+0.03)-0.06×0.03]×0.14×3+[(0.5+0.06)×(0.37+0.03)-0.03×(0.5-0.24+0.06)]续附录表三工程量计算表序项目名计算公式单数量号称位×0.14=0.985砖基础总体积=25.081+6.009+20.020+24.879-0.985=74.994女儿墙墙长按中心线计算，工程量按设计图示尺寸以体积计算，应扣除女儿墙构造柱的体积未扣除构造柱前女儿墙体积=[(3.6+6.3+8.4)+(6.9×3+3.3+7.2+3.6+7.2×4)+(6.9×3+37实心砖.3+7.2×4)]×0.24×0.65=21.013m317.65墙女儿墙构造柱体积=(0.24+0.06)×0.24×0.65×50+[(0.24+0.03)2-0.032]×0.65×13+[(0.24+0.06)×(0.24+0.03)-0.06×0.03]×0.65×8=3.360实心砖墙体积=21.013-3.360=17.653按设计图示尺寸以填充墙外形体积计算，应扣除门窗洞口、嵌入墙内的钢筋混凝土柱、梁、过梁及单个面积0.3m2以外的孔洞未扣除前一层填充墙体积=[(6.9×4+7.2×6+3.6+6.3+2.22+6.18)×2+3.6×2+2.1×2×0.9×6-30×0.5]×(3.6-0.1)×0.365+[(6.9-0.5)+(6.9-0.55)+(6.9-0.24)+(6.9+0.02)×3+(6.3-0.55)×3+(6.3-0.52)+(6.9-0.6)×3+(6.9-0.24)+(6.9×2-0.24)+(3.3-0.24)+(6.18-0.37)×7+(6.18-0.24)×6+(6.3-0.5)×5+(6.3+0.01-0.12)×4+(3.6-0.24)×12+(7.2-0.6)×5+(3.6-0.5)]×3.60.24=497.436未扣除前二层填充墙体积=[(0.815+0.25)×2+(6.3+2.22+6.18)×2+3.6×2+6.9+6.9×8空心砖3+2.1+7.2×6+3.6+7.2×6+3.6+2.1+0.9+6.9×4+0.9×4-201222.87墙×0.5-0.45×2]m3×(3.3-0.1)×0.365+[(6.9-0.5)+(6.3+0.02)×2+(6.3-0.5)×2+(6.3-0.5×2)+(4.8-0.37)+(6.9-0.24)×4-0.24+(6.9-0.5)×3+(0.815+0.25+6.9-0.24)+(6.18+0.9-0.24-0.5)×3+(4.33-0.37)+(6.3-0.5)×6+(6.3+0.01-0.12)×4+(7.2-0.5)×5+(3.6-0.5)+(7.2-0.24)×5+(3.6-0.24)+(6.18+0.9-0.24-0.5)×5+(6.18+0.9-0.24)×3+(3-0.24)×3+(3.6-0.24)+(6-0.24)+(2.1-0.24)×5+(2.4-0.24)×5]×3.3×0.24=486.311未扣除前三层填充墙体积=[(0.815+0.25)×2+(6.3+2.22+6.18)×2+3.6×2+6.9+6.9×3+2.1+7.2×6+3.6+7.2×6+3.6+2.1+0.9+6.9×4+0.9×4-20×0.5-0.45×2]×(3.3-0.1)×0.365+[(6.9-0.5)+(6.3-0.5)×7+(6.3+0.02)×2+(6.3+0.01-0.12)+(3.3-0.24)+(3.6-0.2续附录表三工程量计算表序项目名计算公式单数量号称位4)×2+(6.9-0.5)×4+(6.3-0.5×2)+(0.815-0.12)+(7.2-0.5)×5+(3.6-0.5)+(3.3+0.815+0.25-0.12)+(6.18+2.22+0.9-0.24)+(6.18-0.24)×2+(6.18-0.24-0.5)+(3.6-0.24)×2+(3.3+6.9-0.24)+(4.08-0.37)+(7.2-0.24)×4+(6.18-0.24-0.5)4+(6.18-0.24)×2]×3.3×0.24=419.455未扣除前四层填充墙体积=[(0.815+0.25)×2+(6.3+2.22+6.18)×2+3.6×2+6.9+6.9×3+2.1+7.2×6+3.6+7.2×6+3.6+2.1+0.9+6.9×4+0.9×4-200.5-0.45×2]×(3.3-0.1)×0.365+[(6.9-0.5)+(6.3-0.5)+(6.3+0.02)+(6.3-0.5×2)+(3.3-0.24)+(3.6-0.24)+(6.9-0.5)+(6.9+7.2-0.12)+(6.3-0.5)×2+(6.3+0.01-0.12)×3+(7.2-0.5)×5+(3.6-0.5)+(6.18+0.9-0.24)×4+(6.18+0.9-0.24-0.5)×3+(7.2-0.24)×4+(7.2+3.6-0.24)]×3.3×0.24=376.584未扣除前五层填充墙体积=[(0.815+0.25)×2+(6.3+2.22+6.18)×2+3.6×2+6.9+6.9×3+2.1+7.2×6+3.6+7.2×6+3.6+2.1+0.9+6.9×4+0.9×4-200.5-0.45×2]×(3.3-0.1)×0.365+[(6.9-0.5)+(6.3+0.02)×3+(6.3-0.5)×2+(6.3-0.5×2)+(4.8-0.12-0.3)+(6.9-0.5)×3+(3.3-0.24)+(3.6-0.24)+(6.9×2+0.25+0.815-0.24)+(6.9-0.24)×2+(6.18-0.24-0.5)×2+(4.08-0.37)+(6.3-0.5)×2+(6.18-0.5)+(6.18+0.9-0.37)+(3.6-0.5)+(3.6-0.24)]3.3×0.24=331.5426未扣除前六层填充墙体积=[3.6+2.1+7.2×2+(6.18+2.22+6.18+0.9)+7.2×2+0.9+(2.1+0.9)+3.6+(4.2+2.22+6.18+2.1+0.9)+(6.3+2.22+6.18+0.9+3.6)×2-13×0.5-0.6×2-0.35×3]×(3.3-0.1)×0.365+[(3.6-0.5)+(7.2-0.5)+(4.08-0.5)+(6.3-0.5)+(7.2×2-0.37)+3.6-0.5+3.6-0.24]×3.3×0.24=151.5488应扣除门窗洞口体积=[9×3+1.8×2.7×3+1.5×2.1×3+6.4×2.1×8+24.465×24+29.265×2×4+20.325×2×4+2.865×2.1+1.5×1.5×45+(6.5+5.55+5.8+5.1)×2.1+5.4×1.8×5+6.4×1.8×8+6.71.8×16+3.125×2×4+0.7×1.5×5+1.6×1.5+5.935×1.8+3.165×1.8+1.2×1.2×5+6.5×1.8×4]×0.365+[1.5×2.4×45+1×2.4×69+0.9×2×12+0.8×2×4+1.8×2.4×2+1.852.7+1.85×2.4×4+1.8×0.9+1.8×1.5×2]×0.24=610.84应扣除过梁体积续附录表三工程量计算表序项目名计算公式单数量号称位=0.37×0.18×[(1.8+0.5)+(1.5+0.5)+(0.7+0.5)+(1.6+0.5)]+0.24×0.18×[(1.5+0.5)+(1+0.5)+(0.9+0.5)+(0.8+0.5)+(1.8+0.5)+(1.85+0.5)×2+(1.8+0.5)×2]=1.275应扣除单个面积为0.3m2以外的孔洞体积=0.68×0.83×0.24×26=3.522应扣除构造柱体积={(0.24+0.06)×0.24×(3.55×30-0.1×4-0.6×2-0.45×3-0.5×5-0.7×10-0.75×2-0.55×4)+[(0.24+0.03)2-0.032]×(3.55×2-0.5-0.55)+[(0.24+0.06)×(0.24+0.03)-0.06×0.03]×(3.55×17-0.6×7-0.7×3-0.5×4-0.55×2-0.75)+[(0.24+0.06)2-0.062]×(3.55×9-0.7×6-0.5×2-0.75)+(0.24+0.03)×0.24×(3.55×7-0.55-0.5×4-0.1×2)+(0.37+0.06)×0.37×(3.55×3-0.6-0.7×2)+[(0.37+0.03)2-0.032]×(3.55×6-0.4×6)+[(0.37+0.03)2-0.06×0.03]×(3.55×3-0.6×2-0.7)+(0.5+0.06)×(0.37+0.03)×(3.55-0.7)}+{0.072×(3.55×23-0.1-0.6×4-0.45×6-0.7×13)+0.072×(3.55×2-0.6-0.7)+0.0792×(3.55×27-0.6×5-0.7×12-0.55-0.5×3-0.45×2-0.1×4)+0.0864×(3.55×4-0.5×3-0.7)+(0.24+0.03)×0.24×(3.55×6-0.1×3-0.5×2-0.7)+0.148×(3.55-0.7)×2+0.1591×(3.55-0.4)×4+0.1582×(3.55-0.7)+0.9×[0.148×10+0.1591×4+(0.5+0.06)×(0.37+0.03)]}×4+{0.072×(3.55×3-0.1-0.6-0.7)+0.148×(3.55×9-0.7×6-0.5×2-0.6)+0.1528×(3.55×3-0.7×3)+0.9×0.148×2}=104.590应扣除嵌入墙内梁的体积={0.4×(3.6-0.25-0.225)+0.6×(6.9×3+3.3-0.5×3-0.37)+0.6×(2.1-0.5)+0.7×(6.3+8.4-0.5×2)+0.6×(7.2×4-0.5×4)+0.7×(6.3+8.4-0.5×2)+0.5×(3.6-0.5)+0.6×(7.2×6-0.5×6)+0.4×(2.1-0.5)+0.6×(6.9×3-0.5×3)+0.4×(3.6-0.5)+0.6×(6.9-0.5)+0.4×[(0.9-0.37)+(0.9-0.24)+(3.6+0.5)]×2+0.4×[(0.9-0.37)×2+(3.6+0.5)]}×0.37+{0.4×[(3.6-0.25-0.225)+(2.1-0.5)+(3.6-0.5)+(6.3+8.4+0.5)+(1.25-0.37-0.25)×2+(6.9×3+0.25+2.115)+(0.9-0.37)×7+(3.6+0.5)×2+(7.2×5+4.2+1.75-0.25)]+0.5×(3.6-0.5)+0.6×[(2.1-0.5)+(7.2×6-0.5×6)+(6.9×3-0.5×3)+(6.9-0.5)+1.185×2]+0.7×(6.3+8.4-0.5×2)}×0.37×3+{0.4×[(3.6-0.25-0.225)+(1.25-0.37-0.25)+(6.3+8.4+0.5)+(1.25-0.37-0.25)+(0.9-0.37)+(6.9×3+0.25+2.115)+(0.9-0.37)+(0.9+0.25)+(3.6-0.24)+0.9+(2.1-0.5)+(7.2×5+2.35-0.12)+(0.9-0.24)+(0.9-0.37)+(3.6+0.5)+(0.9-0.37)+(2续附录表三工程量计算表序项目名计算公式单数量号称位.1-0.5)+(3.6-0.5)]+0.5×(3.6-0.5)+0.6×[1.185+(1.25-0.37)+(7.2×4-0.5×4)+(7.2×2-0.5×2)+(6.9×2-0.5×2)+(6.9-0.45)]+0.65×(6.9-0.5)+0.7×(6.3+8.4-0.5×2)}×0.37+[0.4×(2.1-0.5+0.9-0.175-0.12+3.6-0.24+0.9-0.37+7.2+3.165-0.12+3.785-0.12+3.6-0.24)+0.5×(3.6-0.25-0.175+6.3+8.4-0.35×2)+0.6×(2.1-0.5+7.2+3.165-0.5+0.9-0.37+7.2×2-1+3.6-0.24)+0.7×(6.3+8.4-0.5-0.6+6.3+8.4-0.5-0.6+6.3+8.4-0.5×2)]×0.37+[(0.5-0.1)×(3.6-0.25-0.175)+(0.6-0.1)×(4.2-0.5)+(0.7-0.1)×(6.3-0.5-0.6)+(0.6-0.1)×(7.2-0.25-0.3-0.6-0.24×2)+(0.5-0.1)×(3.6-0.25-0.3)]×0.24+{(0.5-0.1)×6.3+(0.7-0.1)×[(6.3+8.4-0.5-0.6)×2-2.1×2]+(0.5-0.1)×(6.3-0.24×2)+(0.6-0.1)×(6.9-0.5)+(0.6-0.1)×(6.9×3-0.25-0.3-0.6×2-2.1)+(0.7-0.1)×(6.9-0.3-0.25)+(0.55-0.1)×(4.2-0.5)+(0.4-0.1)×(2.1-0.5)+(0.6-0.1)×(4.2-0.5)+(0.7-0.1)×(6.3+8.4-0.5-0.6)×2+(0.6-0.1)×3.6+(0.45-0.1)×(3.6-0.24)+(0.4-0.1)×(0.9-0.37)×2+(0.4-0.1)×(0.9-0.37)}×0.24+{(0.6-0.1)×(6.9-0.5)+(0.7-0.1)×(6.3-0.5-0.6)+(0.5-0.1)×(6.3-0.24)+(0.6-0.1)×(6.9-0.5)+(0.45-0.1)×(6.9-0.24)+(0.4-0.1)×(3.3-0.24+3.6-0.24)+(0.55-0.1)(4.2-0.5)+(0.4-0.1)×(2.1-0.5)+(0.6-0.1)×(6.3-0.5)+(0.5-0.1)×(8.4-0.24)+(0.6-0.1)×(7.2×5-0.5)+(0.7-0.1)×(6.3+8.4-0.5-0.6)+(0.7-0.1)×[(6.3+8.4-0.5-0.6)×2-6.3×2]+(0.5-0.1)×(6.3+8.4-0.24×2)×3+(0.7-0.1)×(6.3-0.5-0.6)+(0.45-0.1)×(3.6-0.24)}×0.24+{(0.6-0.1)×(6.9-0.5)+(0.5-0.1)×6.3+(0.7-0.1)×(6.3-0.5-0.6)×2+(0.5-0.1)×(6.3-0.24)+(0.6-0.1)×(6.9×4-0.5-0.6×3-0.24×4)+(0.45-0.1)×(6.9+7.2-0.24×4)+(0.4-0.1)×(3.3-0.24+3.6-0.24)+(0.55-0.1)×(4.2-0.5)+(0.4-0.1)×(2.1-0.5)+(0.6-0.1)×(4.2-0.5)+(0.6-0.1)×(7.2×5-0.5)+(0.45-0.1)×(7.2×5+3.6-0.24)+(0.7-0.1)×(6.3+8.4-0.5-0.6)+(0.5-0.1)×(6.3×2-0.24×2)+(0.4-0.1)×(3.6-0.24)+(0.7-0.1)×[(6.3+8.4-0.5-0.6-0.24)×4-2.1×3-8.4]+(0.5-0.1)×6.3+(0.7-0.1)×(6.3+8.4-0.5-0.6-0.24)}×0.24-[(0.4-0.1)×[0.3×(1.25-0.25-0.37)+0.25×(0.9-0.24)×3+0.3×(0.9-0.37)+0.3×(0.9-0.37)+0.25×(0.9-0.37)×3+0.25×(0.9-0.24)×2]+{(0.6-0.1)×(6.9-0.5)+(0.7-0.1)×(6.3-0.5-0.6)+(0.7-0.1)×(6.3×2-0.5-0.6)×2+(0.5-0.1)×(6.3-0.24)+(0.6-0.1)×(6.9×4-0.5-0.6×3-0.24×4)+(0.45-0.1)×(6.9×4-0.24×10)+(0.4-0.1)×(3.序项目名号称零星砌砖独立基10础续附录表三工程量计算表单计算公式数量位3-0.24+3.6-0.24)+(0.55-0.1)×(4.2-0.5)+(0.4-0.1)×(2.1-0.5)+(0.6-0.1)×(4.2-0.5)+(0.6-0.1)×(7.2×5-0.5)+(0.45-0.1)×(7.2×5+3.6-0.24)+(0.7-0.1)×(6.3+8.4-0.5-0.6)+(0.5-0.1)×(6.3-0.24×2)+(0.4-0.1)×(3.6-0.24)+(0.7-0.1)×[(6.3+8.4-0.5-0.6-0.24)×4-2.1×4]+(0.5-0.1)×[(6.3+8.4-0.24×2)×4-6.3-8.4-0.24×2-8.4×2-2.1]+(0.7-0.1)×(6.3+8.4-0.5-0.6-0.24)}×0.24-(0.4-0.1)×{0.25×[(1.25-0.37-0.25)+(0.9-0.37)×5]+0.3×[(1.25-0.37-0.25)+(0.9-0.37)×4]+0.35×(0.9-0.37)}+0.3×(1.25-0.37-0.25)×(0.4-0.1)+{(0.6-0.1)×[6.9-0.5+6.9×4-0.5-0.6×3]+(0.45-0.1)×(6.9×4+0.5-3.6)+(0.7-0.1)×[6.3-0.5-0.6+(6.3×2-0.5-0.6)×2]+(0.5-0.1)×(8.4+0.24)+(0.5-0.1)×(6.3×2+0.24)+(0.4-0.1)×(3.3-0.24+3.6-0.24)+(0.55-0.1)×(4.2-0.5)+(0.4-0.1)×(2.1-0.5)+(0.6-0.1)×(6.3-0.5)+(0.75-0.1)×(6.3-0.5-0.6)+(0.55-0.1)×(6.3×2-0.24×2)+(0.7-0.1)×(6.3-0.5-0.6)+(0.55-0.1)×(6.3-0.24×2)+(0.7-0.1)×(6.3×2-0.5-0.6)+(0.5-0.1)×(6.3-0.24)+(0.4-0.1)×(2.4-0.24)+(0.75-0.1)×(6.3×2-0.5-0.6)+(0.45-0.1)×(3.6-0.24)+(0.6-0.1)×(7.2×5-0.5)+(0.5-0.1)×[7.2×5+3.6-0.25-(4.2-0.24)×3]+(0.55-0.×(4.2-0.24)×3}×0.24=328.075填充墙体积=497.436+486.311+419.455+376.584+331.5426+151.5488-610.84-1.725-104.590-3.522-328.075=1214.576按设计图示尺寸以体积计算，体积=截面积×墙长，墙长按中心线计算V=9.6×0.9×0.24×4=8.29空心砖墙的体积=1214.576+8.29=1222.866按设计图示尺寸以体积计算V=(1.52-1.15+0.35×2)×0.37×0.75=0.297m30.30采用C30混凝土，按设计图示尺寸以体积计算J-1:基础体积=[0.3×3.8×3.8+(0.5+0.1)2×0.15+(3.82+0.62+√3.82+0.62)/3×0.4]×5=34.36m3331.23J-2:基础体积=[4×4×0.4+(0.1+0.5)2×0.15+(42+0.62+√42+0.62)/3×0.4]×11续附录表三工程量计算表序项目名计算公式单数量号称位=100.925J-3:基础体积=[3×3×0.3+(0.5+0.1)2×0.25+(32+0.62+√32+0.62)/3×0.3]×6=24.192J-4:基础体积=[4.8×4.8×0.3+(4.82+0.72+√4.82+0.72)/3×0.55]×5=60.575J-5:基础体积=[5×5×0.3+(52+0.72+√52+0.72)/3×0.55]×2=26.198J-5a:基础体积=[5×5×0.4+(52+0.72+√52+0.72)/3×0.55]=15.599J-6:基础体积=2.3×2.3×0.3+0.552×0.25+(2.32+0.552+√2.32+0.552)/3×0.3=2.458J-6a:基础体积=2.3×2.3×0.3+0.552×0.25+(2.32+0.552+√2.32+0.552)/3×0.3=2.458J-7:基础体积=2.62×0.3+0.62×0.25+(2.62+0.62+2.62+0.62)/3×0.3=11.906J-8:基础体积={3.8×5.9×0.4+[3.8×5.9+(0.5+0.1)×(2.1+0.5+0.1)+√3.8×5.9+0.6×2.7]×0.35+(0.5+0.1)×(2.1+0.5+0.1)×0.1}×2=25.014J-9:基础体积=3×5.1×0.4+[3×5.1+(0.5+0.1)×(2.1+0.5+0.1)+√3×5.1+0.6×2.7]×0.35]+(0.5+0.1)×(2.1+0.5+0.1)×0.1=8.736J-10:基础体积=4.2×7.8×0.4+[4.2×7.8+(0.6+0.1)×(3.6+0.5+0.1)+√4.2×7.8+0.7×4.2]/3×0.4+0.7×4.2×0.05=18.808独立基础总体积=34.36+100.925+24.192+60.575+26.198+15.599+2.458+2.458+11.906+25.014+8.736+18.808=331.229按设计图示尺寸以体积计算,垫层体积=独立基础垫层总体积+11垫层无连梁部分内墙砖基础体积+无连梁部分外墙砖基础体积，采m3102.66用C10混凝土续附录表三工程量计算表序项目名计算公式单数量号称位J-1:垫层体积=(3.8+0.2)2×0.1×5=8.0J-2:垫层体积=0.1×4.2×4.2×11=19.404J-3:垫层体积=0.1×3.2×3.2×6=6.144J-4:垫层体积=0.1×(4.8+0.2)2×5=12.5J-5:垫层体积=0.1×5.2×5.2×2=5.408J-7:垫层体积=0.1×(2.6+0.2)2=0.784