《5工程量计算表2》

序号项II名称计算公式单位数量12.第二层建筑面积:S=(48.2+0.2)x(1.5+2.3+0.4+1.2+1.4+0.2)+(2.6+1.2)x(4.82-0.9x2+0.2)+(0.2+0.98)x(l.l+2.6+l.l+0.2)+0.88x(l.l+2.6+0.2)+l/2x(l.l+2.1+l.15-0.8)x(0.2xl.4)x4=7x48.4+3.8x46.6+1.18x5+3x5.0+0.88x3.9+11.36=338.8+177.08+5.9+4.922+11.36=538.062m2去除部分:S=(1,8-0.2)(2.6+1.2+0.2)=6.4二层建筑面积:S=538.062-6.4=531.662m23.第三、五、七、九层建筑面积S=(48.2+0.2)x(1.5+23+0.4+1.2+1.4+0.2)+(2.6+1.2)x(4.82-0.9x2+0.2)+0.3x(1.1+2.6+1.1+0.2)+0.3x(l.l+2.6+1.1+0.2)+1/2(1.5+0.75++1.1+2.l+0.2+0.45)x1.6x4=48.4+177.08+1.5+1.5+19.52=538.4m2去除部分面积:S=(1.8-0.2)x(2.6+1.2+0.2)=6.4奇数层单层面积:S=538.4-6.4=532m24.第四、六、ハ、十层建筑面积:S=(4.82+0.2)x(1.5+23+0.4+1.2+1.4+0.2)+(2.6+1.2)x(4.82-0.9x2+0.2)+0.3x(1.1+2.6+1.1+0.2)+0.3x(1.1+2.6+1.1+0.2)+l/2x1.6x(1.1+2.1+0.45+0.1)=7x48.4+3.8x46.6+1.5+1.5+12=530.88m2去除部分:S=(1.8-0.2)x(2.6+1.2+0.2)=6.4m2第四、六、ハ、十层单层建筑面积：S=530.88-6.4=524.48m2

序号项目名称计算公式单位数量.第H一・层建筑面积:S=(4.82+0.2)x(1.5+2.3+0.4+1.2+1.4+0.2)+(2.6+1.2)x(4.82-0.9x2+0.2)+0.3x(1.1+2.6+1.1+0.2)+0.3x(l.l+2.6+l.l+0.2)+l/2x1.6x(7.35-0.75+0.2+0.1)x4=7x48.4+3.8x46.6+1.5+1.5+22.08=540.96m2去除部分:S=(1.8-0.2)x(2.6+1.2+0.2)=1.6x4=6.4m2第十一层建筑面积:S=540.96-6.4=534.56m2.跃层建筑面积:S=(4.82+0.2)x(l.5+2.7+1.2+1.4+0.2)+(4.82-0.9x2+0.2)+0.3x(1.1+2+1.1+0.2)+0.3x(l.l+2.6+1.1+0.2)-(7.35-0.75-l.l5-0.1)x(1.5+2.7+1.2-0.2)x4-(l.2-0.2)x(6.8-1.1-0.2)x4-(2.6-0.2)x(6.8-0.2)x4-(1.5-0.2)x(2.1-0.2)x2-(1.8-0.2)x(2.6+l.2+0.2)=48.4x7+3.8x46.6+1.5+1.5-5.35x5.2x4-5.5x4-15.84x4-4.94-6.4=338.8+177.08+3-111.28-85.36-4.94-6.4=310.9m22平整场地按首层建筑面积计算:(计算内容见1)S=784.9732m2m2784.9733挖地槽(采用机械挖土、坑内作业、全挖)按设计图示尺寸以基础执导底面积乘以挖土深度计算主楼①轴上①-E (2.8+O.O3)x3.65x(l.43+1.5+2.3+1.6+1.4)=85.012m2m32854.78

序项计算公式单数量号目位名称1/2x3.65x1.06x8.43=16.308m31/2x3.65x1.06x2.83=5.475m31/3x0.292x3.653=1.363m3③-35轴上(D-F8.32x(3.6-1.2+3+4.35+2.0+4.35+3+3.6+3.6+3+4.35+2.1+3.25+1.1+0.9+1.8+0.3+2.7+0.9+1.63)x3.65+0.5x93.107x1.06x3.6+1/3x0.292x3.653+16.308=1565.5911-35轴F-G(48.43+1.63)x1.43x3.65+1/281.43x3.65x2x1.06+4x1.363=272.273G-H[(0.1+2.6-1.43)+1.2+(1.4+0.03)-3.9]x3.65x49.26+6x1.363+3.9x3.65x1/2x2+l/2x1.06x3.65x49.26=818.922(0.3+1.43)x(8.6+2.8+0.06)x3.65+4x1.363+4xl/2x(0.3+1.43)x1.06x3.65=91.203土方回填基底面积主体:782.13,群房:296.05主楼碎石垫层体积:0.5x3.1x2=3.10.1x3.1x2=0.620.85x3.1x2=5.270.85x3.1x2=5.270.1x3.1x2=0.620.5x3.1x2=3.1(3.828)2x2=2(3.828)2x2=2

序号项目名称计算公式单位数量(3.8-2.8)x(3-2.8)x2=0.4(782.13-3.1x2-0.62x2-5.27x2-4-0.4)x0,3=227.916C15混凝土基础垫层:1.1x3.1x2=6.820.7x3.1x2=4.341.45x3.1x2=8.991.1x3.1x2=6.820.7x3.1x2=4.341.45x3.1x2=8.9916x2=5.121.62x2=5.121.6x0.2x2=0.64(782.13-6.82x2-4.34x2-8.99x2-5.12x2-0.64)x0.1=73.095条形基础:C30钢筋混凝土①轴、35轴O-E1.2x2x0.45x(1.5+23+1.6-0.1)x2=5.01x2=10.02③轴、33轴(D-E1.1x2x0.45x(l.5+2.3+1.6-0.1-1)x4=4.257x4=17.028中轴①-35轴(48-2.4)x0.45x2=41.04@-30轴上A-E(1.5+2.3+1.6-0.1-1)x0.45x2x5=l9.35E-F轴上

序号项目名称计算公式单位数量筏板Fe1(0.1+1.4+l)x0.6x(1.2+0.9+3+1.8+2+3+2.6+3+2+1.8+3-1.4)x2=34.35x2=68.7筏板F①4：(1.4x2+0.9x2)x0.6x(0.1+1.4+2.6+.2+0.3+1)=18.216G轴①-④1.8x2x0.45x4=6.4815、21轴4-4：2x0.6x0.3x6=2.16H轴②-④：2x0.45x(1+3+1.8+0.2-1)=6.12筏板⑦-12：(1+3+2.6+3+1)x0.6x(1.3+1.2+1.4)x2=49.608H轴14-15：2x045x(1+1.8+3-1.4)x2=7.9232、34轴:[2x0.45+(1.1+1.2)x0.45]x1.8=3.483钢筋混凝土暗梁:①轴:0.4x(0.8-0.45)x(1.5+2.3+1.6-0.5-0.2)=0.658②轴:0.4x(0.6-0.45)x(2.6+1.2-l-0.2)=0.156③轴、⑥轴:0.658x2=1.316(4)轴、17轴：0.156x2=0.312⑤轴、14轴：0.056x2=0.112⑦轴、12轴:0.156x2=0.312⑧轴、11轴:0.4x0.35x(1,2+0.3-0.4)x2=0.514x2=0.3080.4x(2.6-0.4)x(1.1-0.45)x2=0.572x2=1.14413轴：0.4x(1.3-0.45)x4.7=1.59815轴：0.4x(0.6-0.45)x2.6=0.156

序号项目名称计算公式单位数量L轴:0.4x0.15x(2.1-04)=0.10216轴:0.4x(0.8-0.45)x4.7=0.65818轴:0.4x(1.1-0.45)x4.7=1.222①：0.4x(0.8-0.45)x(3.6+0.2+3+4.35+2.1+4.35+3+3.6)=3.388E.F轴:3.388x2G轴:0.4x0.35x(3+2.6+3-5x0.4)=0.924H:0.4x(0.8-0.45)x(3+0.2+1.8+2+3+2.6+3+2+1.8+3+0.9)=3.262E-F轴:0.4x(1-0.45)x(1.4-0.4+0.5-0.2)=0.286x8=2.288总:24.081x2=48.162m3地下剪カ墙加地下成基础:①③⑨⑩16：0.4x(3.25-0.8)x4.7x5=2.303x5=11.515②④15、17：0.2x(3.25-0.6)x2.6x4=1.378x4=5.512⑥、13:0.2x(3.25-1,3)x4.7x2=1.833x2=3,666⑤、14:0.2x(3.25-0.8)x0.4x2=0.196x2=0.392⑦、12:0.2x(3.25-0.6)x2.6x2=1.378x2=2,756⑧、11:0.2x(3.25-0.8)x0.5x2=0.245x2=0.490.2x(3.25-1.1)x2.1x2=0.903x2=1.80618:0.2x(3.25-1.1)x4.7=2.021①轴:0.2x(3.25-0.8)x24.2=11.858E、F轴：11.858x2=23.716C轴:0.2x(3.25-0.6)x1.7=0.901G轴：0.2x(3.25-0.8)x6.6=3.234H轴:0.2x(3.25-0.8)x23.3=11.417

序号项目名称计算公式单位数量E・F轴、@-18：0.2x(3.25-1)x13x8=0.585x8=4.68总:83.964x2=167.928m3地下剪カ墙:0.46x2.45=1.1270.44x2.45x2=1.078x2=2.1560.32x2.45=0.7841.7x0.2x2.45=0.8330.5x0.2x2.65=0.2651.6x0.2x2.65x2=1.6960.65x0.2x2.45x2=0.6370.46x2.45x2=1.127x2=2.2540.47x2.45x2=1.1515x2=2.3030.4x0.2x2.45=1.1961.7x0.2x2.65=0.9010.42x2.45x2=1.029x2=2.0582.4x0.2x1.95x2+0.5x0.2x2.45x2=2.3620.88x2.45=2.1561.4175x2.45=3.47328.631x2=57.262m3地下剪カ墙:167.928-57.262=110.666m3基础回填:2854.784-227.916-250.125-48.162-167.928=2087.558

序号项目名称计算公式单位数量混凝土基础:57.262+31.284=88.546m3基础回填:2854.784-227.916-73.095-250.125-48.162-167.928=2087.558室内回填:(3.4+2.8+4.15+0.9+4.15+2.8+3.4)x5.2x0.45x2+1.2x(48-0.2x4)+2.8x3.6x0.45x2+[3.6x1.6x0.45+1.8x3.6x0.45+2.8x3.6x0.45+2.4x3.6x0.45+4.6x1.3x0.45+2.8x3.6x0.45+2.8x3.6x0.45]x2=185.958砌筑工程1外墙、内墙、实心破柱、零星砌筑，1.砖基础(M10混凝土实心砖、M10水泥砂浆砌筑)0.2x0.45x4.7x5=2.1150.2x0.45x2.6x4=0.9360.2x0.45x4.7x2=0.8460.2x0.45x0.4x2=0.0720.2x0.45x2.6x2=0.4680.2x0.45x0.5x2=0.090.2x0.45x2.1x2=0.3780.2x0.45x4.7=0.4230.2x0.45x24.2x3=6.5340.2x0.45x1.7=0.1530.2x0.45x6.6=0.594m3949.51

序号项目名称计算公式单位数量0.2x0.45x23.3=2.0970.2x0.45x1.3x8=0.936合:15.642x2=31.284m331.284-23.275x0.45=20.810m3砖基础:110.666+21.810=131.476m32.实心砖墙(加气碎块)ー层:外墙(20.42)(二层梁配筋图上标号)①0.2x(2.9-0.6)x(l.5+2.3+1.6-1.6-1.5)=1.058m3②0.2x(2.9-0.45)x(1.4-0.2)-0.7x1.5x0.2=0.378m3(3)0.2x(2.9-0.6)x(2.6+1.2-1.6-0.6)=0.736m3④0.2x[(2.9-0.45)x(3-0.75x2)-1.5x1,5]=0.285m3⑤0.2x[(2.9-0.45)x(1.8-0.2)+(2.9-0.45)x(2-0.2)-0.9x1.5-1.Ox1.5]=1.096⑥0.6x(2.9-0.3)x(3-1.1-0.1)=0.936⑦=0.936⑧=1.096(9)=0.285⑩0.2x[(2.9-0.3)x(0.9-0.2)-0.55x1.5]x2=0.39811=@侬⑤13=@小⑦岳⑤16=@17=0.2x(2.9-0.6)x(2.6-0.225-0.1)+0.2(2.9-0.6)x1.6-2.275x2.2x0.2=0.7815@0.2x(1.4-0.2)x(2.9-0.45)-1.0x22x0.2=0.148⑫0.2x2.4x(2.9-0.6)-2.4x2.2x0.2=0,048⑬0.2x[(2.9-0.45)x(3.6-0.7)-l,8x1.95]=0.719⑭0.2x[(2.9-0.45)x(3.0-0.75-0.1)-1.5x2.4]=0.335@0.2x[(2.9-0.45)x(4.35-0.6-l.15)-2.1x2.4]=0.226@0.2x[(2.9-0.45)x(2.1-0.2)]-0.9x2.1xO.2=O.553@=22面=21

序号项目名称计算公式单位数量⑲=20⑳=2021=2122=2223=2324=2225=2126=20(二)内墙(37.6975)①0.2x[(3-0.7-0.1)x(2.9-0.4)-0.9x2.1]x3=2.116②0.2x[(2.6+1.2-1.7)x(2.9-0.35)]x3=3.213③0.2[(2.6+1,2-0.7)x(2.9-0.35)]x3=4.743④0.2x[(1.8-0.2-0.8)x(2.9-0,25)]x3=0.53x3=1.59⑤0.2x[(2.6+1.2-1.6-0.1)x(2.9-0.3)-1.5x2.1Jx3=0.462x3=1.386@0.2x(2.0-1.5+0.1)x(2.9-0.35)x3=0.204x3=0.612⑦0.2x(2.6-0.6-0.1)x(2.9-0.45)x4=0.931x4=3.724⑧0.2x[1.2x(2.9-0.45)-l.2x2.1]x4=0.336⑨0.2x(2.1-0.2)x(2.9-0.45)x2=0.931x2=1.862⑩0.2x[(3.0-1.7-0.1)x(2.9-0.3)-0.9x2.1]x3=0.246x3=0,738⑪0.2x(l.5+2.3+1.6-2.3-0.1)x(2.9-0.4)x3=l.5x3=4.5⑫0.2x[(l.5+2.3+1.6-1.6-0.6)x(2.9-0.4)-0.9x2]x3=1.24x3=3.72⑬0.2x[(0.3+0.9+0.1)x(2.9-0.3)-0.9x2.1]x3=0.298x3=0.894(10.95-1.6-1.7-0.1)x0.2x(2.9-0.3)+(10.7-1.35-0.6)x0.2x(2.9-0.45)=8.2135总:37.6975隔墙:①0.1x(0.8=+0.7+0.5)x(2.9-0.35)=0.51(2)0.1x[(1.2+1,4)x(2.9-0.3)-0.8x2.1]=O.5O8(3)0.1x[1.5x(2.9-0.3)+1.6x(2.9-0.25)1=0.814④0.1x[(1.8-0.2)x(2.9-0.25)-0.8x2.1]=0.24⑤0.1x[(1,2+0.3-0.2)x(2.9-0.35)-0.8x2]=0.1715@0.1x[0.5x(2.9-0.3)+1,5x(2.9-0.3)-1x2]=0.32总 :[①+②+③+④]x3+⑤x4+⑥x2+[(1.2+0.8)x(2.9-0.25)-0.8x2.1]x0.2=8.226m3则ー层砌筑总体积:66.3435nP

序号项目名称计算公式单位数量二层:外墙:1.058+0.558+0.736+0.285+1.096+0.936+0.936+1.096+0.285+0.398+0.285+1.096+0.936+0.936+1.096+0.285+0.736+0.588+1.058+0.719+0.3335+0.266+0.931+0.266+0.3335+0.719+0.719+0.3335+0.266+0.931+0.266+0.3335+0.719+[(2.2+1.7)x0.2x(4.77+0.3-0.45)x2+(2.6+2)x0.2x(2.2+0.17+2.4+0.3)-0.2x4.6x2.8]x2=30.8676内墙:(0.732+1.071+1.581+0.53+0.462+0.204+0.931+0.246+1.5+1.24+0.298)x4+0.336+0.931x2=37.338m3隔板:(①+②+③+④+⑤)x4+⑥x2=9.614三层:(三、五、七、九层)外墙:30.8676x4=123.4704内墙:37.338x4=149.352隔板:9.164x4=38.456四层(四、六、ハ、十层)外墙：123.4704内墙:149.352隔板:38.456

序号项目名称计算公式单位数量零星砌筑:ー层:阳台:1.5x0.2x(0.9+0.45)x6+(1.5+0.75+1.1+2.1+1.15-0.8-0.1)x0.2x1.35x3=7.047坡道:0.1x(l-0.1+0.9+3.6)x(0.45+0.9)\2x2=0.729(0.6+0.75-0.2)x4x(29.9+0.45)x0.2=27.922围墙:(0.8x2+0.9)x(0.45+0.9)x0.2=0.675二层:阳台:1.5x1x0.2x8+(4.35-0.8-0.2)x0.1x0.2x2+(4.35-l-0.2)x1x0.2x2=5二,五,七,九层:阳台:[1.5x1.4x0,2x8+(1.5+0.75+1.1+2.1+1.15-0.8-0.1)x0.2x1.4x4]x2=9.66x2=38.64四,六,八，十层:阳台:5x4=20十ー层:阳台：1.5x1.4x0.2x8+(7.35+0.6-0.3)x0.2x1.4x4=11.928跃层：围墙:(1.6-0.1)x0.2x(34.8-29.9)x2=2.94阳台:[(5-1.1-0.1-0.1)x2+(1.8+3+0.9-0.1)x2+(1.5+0.2)x2]x0.2x0.9=3.96

序号项目名称计算公式单位数量混凝土ェ程现浇混凝土梁:二层:LL1:V=(2.3+1.5+0.2-1.7)x0.2x0.6=0.276KL1(ゆ):V=(1.4-02)x0.2x0.450.108V=(1.45-0.1)x0.2x0.45=0.12V=0.233.L25(l):V=(0.9-0.2)x0.15x0.3=0.034.KL2(1):V=(2.6+1.2-0.6-1.6)x0.2x0.6=0.1925.LL6:V=(3-0.75x2)x0.2x0.45=0.1356.KL13(1):V=(1.8+2-0.5-0.1)x0.2x0.45=0.2887.KL14(1):V=(3-1.2-0.1)x0.2x0.45=0.1538.KL14(1):V=(3-1.2-0.1)x0.2x0.45=0.1539.KL15(1):V=(2+1.8-0.5-0.1)x0.2x0.45=0.288.KL16(1):V=(2+1.8-0.5-0.1)x0.2x0.45=0.288.KL14(1):V=(3-1.2-0.1)x0.2x0.45=0.153.KL19(2):V=(2.2-0.1+2.4)x0.2x0.45=0.405.KL6(1):V=(3.6-0.6・0.1)x0.2x045=0.26114.XL1:V=1.5x0.2x0.45=0.13515.L10(3):Vl=(4.35-0.2)x0.2x0.45=0.3735V2=2.1x0.2x0.45=0.189V3=(4.35+0.2)x0.2x0.45=0.4095m3310.996

序号项目名称计算公式单位数量V=0.3735+0.189+0.4095=0.972.LL4:V=(3-0.75-0.1)x0.2x0.45=0.193517.KL7(1):V=(4.35-1.15-0.6)x0.2x0.45=0.234.XL2:v=(1.5-0.2)x0.2x0.45=0.117.X12:v=(1.5-0.2)x0.2x0.45=0.117.XL1:V=l.5x0.2x0.45=0.1352l.KL8(2):V1=(3.6-0.6-0.1)x02x0.45=0.261V2=(3.6-0.2)x0.2x0.45=0.306V=0.56722.KL7(1):V=(4.35-l.l5-0.6)x0.2x0.45=0.234LL4:V=(3-0.75-0.1)x0.2x0.45=0.1935LL4:V=(3-0.75-0.1)x0.2x045=0.1935XL1:V=1.5x0.2x0.45=0.13526.L10(3):V=0.3735+0.189+0.4095=0.972KL7(1):V=(4.35-1.15-0.6)x0.2x0.45=0.234XL2:v=(1.5-0.2)x0.2x0.45=0.117XL2:v=(1.5-0.2)x0.2x0.45=0.117LL7:(2.1-0.2)x0.2x0.45=0.171LL7:(2.1-0.2)x0.2x0.45=0.171KL7(1):V=(4.35-1.15-0.6)x0.2x0.45=0.234XL1:V=1.5x0.2x0.45=0.13516.LL4:V=(3-0.75-0.1>0.2x0.45=0.1935KL6(1):V=(3.6-0.6-0.1)x0.2x0.45=026136.L13(1):V=(3.6-0.2)x0.2x0.35=0.23837.KL13(1):V=(2.3+1.6-0.6-0.1)x0.2x0.4=0.256

序号项目名称计算公式单位数量38:L12(l):V=(3-O.2)xO.2xO.3=O.l6839.L5(1)：V=(1.5+2.3+1.6+1.4-2.3-0.1)x0.2x0.4=0.3524O.KL4(1):V=(2.3-O.2)xO.2xO.4=O.16841.L11(1):v=(2.1-0.2)x0.2x0.3=0.11442.KL4(1):V=(2.3-0.2)x0.2x0.4=0.16843.L5(1):V=(1.5+2.3+1.6+1.4-2.3-0.1)x0.2x0.4=035244.KL3屮(1):V=(2.3+1.6-0.6-0.1)x0.2x0.4=025645.L9(1(D):(2.3+1.6+1.4-0.2)x0.2x0.45=0.459(1.1+0.1)x0.2x0.3=0.072V=0.459+0.072=0.53146.KL3(p(l):V=(2.3+1.6-0.6-0.1)x0.2x0.4=0.25647.L5(1):V=(1.5+23+1.6+1.4-23-0.1)x0.2x0.4=0352KL4(1):V=(2.3-0.2)x0.2x0.4=0.168L11(1):v=(2.1-0.2)x0.2x0.3=0.114KL4(1):V=(2.3-O.2)xO.2xO.4=O.168L5(1):V=(1.5+23+1.6+1.4-23-0.1)x0.2x0.4=0352KL3(p(l):V=(2.3+1.6-0.6-0.1)x0.2x04=0.256L12(l):V=(3-0.2)x0.2x0.3=0.168L12(l):V=(3-0.2)x0.2x0.3=0.16855.Ll(l):V=(1.4+1.2-0.3)x0.15x03=0.103556.L16(1):V=(3.6-2.1-0.2)x0.2x0.3=0.07857.L3(l):V=(1.85-0.15-0.1)x0.15x0.25=0.0658.L17(1):V=(3-1.7-0.1)x0.2x03=0.07259.KL5(1):V=(2.6+1.4+1.2+03-0.2-0.1-0.6)x0.2x0.45=0.4146O.L7(1):V=(O.4+1.2-0.2)x0.1x0.3=0.042

序号项目名称计算公式单位数量.KL9(1):V=(2.1-0.2)x0.2x0.4=0.152.LL5:V=(2.1-0.2)x0.2x0.4=0.15263.L3(1):V=(1.85-O.15-0.1)x0.15x0.25=0.0664.L18(1):V=(3-1.7-0.1)x0.2x03=0.07265.L19(1):V=(3.6-2.1-0.2)x0.2x0.3=0.07866.L14(2):v=(3.6-0.2)x0.2x0.35x2=0.47667.L8(1):V=(l.2+1.4-0.3)x0.15x0.35=0.120768.L8(1):V=(1.2+1.4-0.3)x0.15x0.35=0.120769.L20(1):v=(3.6-2.2-0.1)x0.2x03=0.078L3(1):V=(1.85-0.15-0.1)x0.15x0.25=0.06L12(l):V=(3-0.2)x0.2x0.3=0.168L17(1):V=(3-1.7-0.1)x0.2x03=0.072KL9(1):V=(2.1-0.2)x0.2x0.4=0.152KL9(1):V=(2.1-0.2)x0.2x0.4=0.152L7(l):V=(0.4+1.2-0.2)x0.1x0.3=0.042L3(1):V=(1.85-0.15-0.1)x0.15x0.25=0.06L21(1):V=(0.9+2.1-1.7-0.1)x0.2x03=0.072LI9(1):V=(3.6-2.1-0.2)x0.2x03=0.078L1(1):V=(1.4+1.2-0.3)x0.15x03=0.1035L15(1):V=(3.6-2.1-0.1-0.1)x0.2x035=0.091.LL3:V=(3.8-1.6+0.1)x0.2x0.4=0.18482.KL22(2):(1.4-0.2)x0.2x0.4=0.096(1.45+0.2)x0.2x0.4=0.132V=0.22883.KL10(l):V=(3+1.8-0.7-0.1)x0.2x0.4=0.32

序号项目名称计算公式单位数量84,L2(1):V=(2.6+1.2-1.6-0.1)x0.2x0.3=0.|4785.L26(1):V=(1.8-O.2)xO.15x0.25=0.0686.L4(1):V=(2.6+1.2-0.2)x0.2x0.35=0.25287.L6(1):V=(2.6+1.2-1.6-0.1)x0.2x0.3=0.12688.L22(1):V=(3-0.2)x0.2x0.35=0.19689.L28(1):V=(3-1.1-0.2)x0.2x0.3=0.1029O.L23(1):V=(2.6-0.2)x0.2x0.35=0.16891.KL5(1):V=(2.6+1.4+1.2+0.3-0.2-0.1-0.6)x0.2x045=0.41492.L29(1):V=(3-1.1-0.2)x0.2x0.3=0.10293.L24(1):V=(3-0.2)x0.2x0.35=0.19694.L6(1):V=(2.6+1.2-1.6-0.1)x0.2x0.3=0.12695.L4(1):V=(2.6+1.2-0.2)x0.2x0.35=0.25296.L27(1):(1.8-0.2)x0.15x0.25=0.0697.L2(1):V=(2.6+1.2-1.6-0.1)x0.2x0.3=0.14798.LL2:V=(2.6+1.2-1.6-0.6)x0.2x0.4=0.12899.KL11(1):V=(1.8+3-1.7-0.1)x0.2x0.4=0.24100.KL11(1):V=(1.8+3-1.7-0.1)x0.2x0.4=0.24101.KL12(1):V=(0.9-0.2)x0.2x0.5x2=0.14102.KL11(1):V=(1.8+3-1.7-0.1)x0.2x0.4=0.24103.L2(1):V=(2.6+1.2-1.6-0.1)x0.2x0.3=0.147104.L4(1):V=(2.6+1.2-0.2)x0.2x0.35=.0.252105.L26(l):V=(1.8-0.2)x0.15x0.25=0.06106.L6(1):V=(2.6+1.2-1.6-0.1)x0.2x0.3=0.126107.L28(1):V=(3-1.1-0.2)x0.2x0.3=0.102108..L22(1):V=(3-0.2)x0.2x0.35=0.196

序号项目名称计算公式单位数量109.KL5(1):V=(2.6+1.4+1.2+0.3-0.2-0.1-0.6)x0.2x0.45=0.414110.KL5(1):V=(2.6+1.4+1.2+0.3-0.2-0.1-0.6)x0.2x0.45=0.414111.L23(l):V=(2.6-0.2)x0.2x0.35=0.168112.L24(l):V=(3-0.2)x0.2x0.35=0.196113.L6(1):V=(2.6+1.2-1.6-0.1)x0.2x0.3=0.126114.L29(1):V=(3-1.1-0.2)x0.2x0.3=0.102115,L4(1):V=(2.6+1.2-0.2)x0.2x0.35=.0.252116.KL10(l):V=(3+1.8-0.7-0.1)x0.2x0.4=032117.L27(l):(1.8-0.2)x0.15x0.25=0.06118.L2(1):V=(2.6+1.2-1.6-0.1)x0.2x0.3=0.147119.KL2(1):V=(2.6+1.2-0.6-1.6)x0.2x0.6=0.192120.LL7:V=(2.7+0.3-0.75x2)x0.2x0.3=0.09121:L25(l):V=(0.9-0.2)x0.15x0.3=0.03122.WKL24(1):V=(0.9-0.2)x0.2x0.4=0.06123.KL17(1):V=(3.25-1.2-0.1)x0.2x0.3=0.117124.KL18(1):V=(2.1-0.2)x0.2x0.5=0.19V=24.25三层:根据三层梁与二层梁的区别,可知:编号8,11,12,22,32,81,82,120,123,124与二层不同,且三层无编号30.31阳台部分与二层不同,则可得下式:8.KL14(p(1):V=0.2x0.4x(3-l.2-0.1)=0.136ll.V=0.13612.KL20(1):V=(2.2+0.1+2-0.1)x0.2x0.4=033622.KL7(p(1):V=(4.35-0.6-1.15)x0.2x0.45=0.234

序号项目名称计算公式单位数量32.KL70(1):V=(4.35-O.6-1.15)x0.2x0.45=0.23481.LLl:V=0.27682.KLl(10)):V=0.171120.LL6:V=0.135123.KL14(l):V=0.153124.KL17(1):V=(2+1.8-0.1-0.5)x0.2x0.45=0.288所以:Vl=l+2+.….+13=2.46V2=21+22+23+..・+29+32+34+....38=2.54V3=39+40+.….+58=4.26V4=59+60+…ハ+79+80+81+82=3.35V5=83+84+..…+106=4.241V6=107+.•…119+120+121+122+123+124=3.293阳台部分:阳台1:.XL1:V=(1.5-0.2)x02x0.42=0.11.XL2:V=(l.5-0.2)x0.2x0.42=0.113.XL3:V=(1.5-0.2)x0.2x0.42=0.114.L10(24)):V=(3+4.35+0.6+0.1)x0.2x0.42=0.68V=1.01阳台2同阳台1部分:V=1.01阳台3=阳台3=1.01大厅顶部梁:KL1c(1):V=(2.6-0.2)x0.2x0.58=0.28L30(l):V=(2.6+1.1x2-0.2)x0.2x0.4=0.368WKL2(1):V=(2.6+1.1x2'-0.4)x0.2x0.4=0.352WKL18(1):V=(2.2+3-0.6-0.1)x0.2x0.45=0.405WKL18(1):V=(2.2+3-0.6-0.1)x0.2x0.45=0.405

序号项目名称计算公式单位数量V=1.405大厅顶部梁:1.KLlc(l):V=(2.6-0.2)x0.2x0.58=0.282.L31(1):V=(2.6+1.1-0.4)x0.2x0.4=0.2643.WKL22(1):V=(2.6+1.1-0.4)x0.2x0.4=0.2644.WKL18(1):V=(2.2+3-0.6-0.1)x0.2x0.4=0.365.XL4:V=(0.8-0.1)x0.2x0.2=0.042V=1.156故三层混凝土梁体积:V=2.46+2.54+4.26+3.35+4.241+3.293+1.01x4+1.405+1.156=26.745四一十层梁体积:由四一十层梁与二层的区别可知:四一十层无二层标号!2部分,标号22、27、32、81、82、120、123、124不同,大厅部分不同,因此可知:22.KL71(1):V=(4.35-1.15-0.6)x0.2x0.45=0.23427.KL71(1):V=(4.35-1.15-0.6)x0.2x0.45=0.23432.KL7①(1):V=(4.35-1.15-0.6)x0.2x0.45=0.23481.LLl:V=0.27682.KL1(1①):V=0.171120.LL6:V=0.135123.KL14(l):V=0.153124.KL17(l):V=0.288大厅部分梁：1.XL4:(0.8-0.1)x0.2x0.3=0.0422.KLlC(l):V=(2.6-0.2)x0.2x0.58=0.28此大厅部分总体积:V=0.042x4+0.28x2=0.728

序号项目名称计算公式单位数量根据图纸四・十层梁与二翅的重复部分可知:Vl=l+2+ +11+13+....+18=4.0995V2=19+….+21+22+・...+27+….+32+…38=4.8425V3=39+ +58=4.2565V4=59+…+81+82=3.372V5=83+ +106=4.241V6=107+•.…+120+...+123+.124=3.353V=4.0995+4.8425+4.2565+3.372+4.241+3.353=24.16五-九层(奇数层)混凝土梁:根据三层梁分布情况,五・九层混凝土梁仅门厅部分有差异,无二层12部分)Vl=l+2+.….+7+8+9+10+13=2.214V221+22(0.234)+23+....+29+32(0.136)+34+...+38=2.54V3=39+....+58=4.26V4=59+60+ +79+80+81(0.276)+82(0.171)=3.35V5=83+84+....+106=4.241V6=107+ +119+120(0.135)+121+123(0.153)+124(0.228)=3.293五・九层阳台同三层ー样,可知阳台1=阳台2=阳台3=阳台4=1.01即阳台梁总体积:V=4.04大厅顶部梁:XL4.(0.8-0.1)x0.2x03=0.042KL1c(1):v=(2.6-0.2)x0.2x0.58=0.28即顶部梁的总体积:V=0.042x4+0.28x2=0.728由上述可知:

序号项目名称计算公式单位数量五・九层梁的体积:V=2.124+2.54+4.26+3.35+4.241+3.293+4.04+0.728=24.576H—层混凝土梁:由十一层与五ー九层梁基本相同,部分有差异:1.LL7:V=(1.8-0.2)x0.2x045=0.144V5-9=24.576故梁的体积为:V=v5・9+0.144=24.72跃层混凝土梁体积(此层标号按本层)1.L1:V=(2.3+l.5+0.2-1.7)x0.2x0.6=0.2762.KLl(l(p)=0.233.L17(l)=(O.9-O.2)xO.l5x0.3=0.0314.KL2(1)V=(2.6+1.2-0.6-1.6)x0.2x0.6=0.195.LL4V=(3-0.75x2)x0.2x0.45=0.1356.WKL016(2)V=(1.8+2-0.5-0.1+3-1.1-0.2)x0.2x0.4=0.3927.XL2V=(0.8-0.1)x0.2x0.4=0.1568.L19(1)V=(2.6+1.1x2-0.2)x0.2x0.4=0.3689.XL2V=(0.8-0.1)x0.2x0.4=0.156.WKL17(2)V=(3-1.1-0.2+2+1.8-0.2)x0.2x0.45=0.477.L20(5)V=(1.8-0.2+3-0.2+0.9x2-0.2+1.8-0.2)x0.2x0.45=0.936.XL5:V=(1.6-0.1)x0.2x0.45x4=0.54.WKL18(2)V=(2-0.1-0.5)x0.2x045=0.126.XL2V=(0.8-0.1)x0.2x0.4=0.156.L19(1)V=(2.6+1.1x2-0.2)x0.2x0.4=0.368

序号项目名称计算公式单位数量16.XL2V=(0.8-0.1)x0.2x0.4=0.15617.WKL19(2)V=(3-1.1-0.2+2+1.8-0.5-0.1)x0.2x0.45=0.44118.LL4V=(3-0.75x2)x0.2x0.45=0.13519.KL2(1)V=(2.6+1.2-0.6-1.6)x02x0.6=0.1920.L17(1)=(0.9-0.2)x0.15x0.3=0.03121.KLl(l(p)=0.2322.V=(2.3+1.5+0.2-1.7)x0.2x0.6=0.27623.L2(1)V=0.14724.KL12(1)V=(3+1.8-0.7-0.1)x0.2x0.4=03225.L3(1)V=(2.6+1.2-0.6-0.1)x0.2x0.35=0.2226.L4(1)V=(2.6+1.2-1.6-0.1)x0.2x0.3=0.1327.L18(1)V=(3-l.l-0.2)x0.2x0.3=0.1028.L14(1)V=(3-O.2)xO.2xO.35=O.l9629.KL1C(1)V=(2.6-0.2)x0.2x0.4=0.193O.L15(1)V=(2.6-0.2)x0.2x0.35=0.16831.KL5(1)V=(1.4+2.6-0.6-0.1)x0.2x0.45=03032.KL5(1)V=(1.4+2.6-0.6-0.1)x0.2x0.45=03033.L16(1)V=(3+23-1.5-0.1)x0.2x045=0.2434.L18(l)V=(3-l.l-0.2)x0.2x0.3=0.1035.L4(1)V=(2.6+1.2-1.6-0.1)x0.2x0.3=0.1336.L5(1①)V=(2.6+1.2+1.6-0.6)x0.2x0.45=0.4337.L2(p((p(D)V=(2.6+1.2-1.6-0.1)x0.35x0.2=0.1538.KL13(1)V=(3-1.7-O.l)xO.2xO.4=O.l039.L2①(屮①)V=(2.6+1.2-1.6-0.6)x0.2x0.4=0.1340.LL5V=(1.8-O.2)xO.2xO.45=O.144

序号项目名称计算公式单位数量L2①(屮①)V=(2.6+1.2-1.6-0.6)x0.2x0.4=0.13KL14(1)V(1.8-0.2)x0.2x0.5=0.16L2(p((p①)V=(2.6+1.2・1.6・0.1)x0.35x0.2=0.15L5(1(D)V=(2.6+l.2+1.6-0.6)x0.2x0.45=0.43L4(l)V=(2.6+1.2-1.6-0.1)x0.2x0.3=0.13L18(l)V=(3-l.l-0.2)x0.2x0.3=0.10L14(l)V=(3-0.2)x0.2x0.35=0.196KL5(1)V=(1.4+2.6-0.6-0.1)x0.2x045=0.30KL1C(1)V=(2.6-0.2)x0.2x0.4=0.19L15(l)V=(2.6-0.2)x0.2x0.35=0.168KL5(1)V=(1.4+2.6-0.6-0.1)x0.2x045=0.30L16(1)V=(3+23-1.5-0.1)x0.2x0.45=0.24L18(l)V=(3-l.1-0.2)x0.2x03=0.10L4(l)V=(2.6+1.2-1.6-0.1)x0.2x03=0.13L3(l)V=(2.6+1.2-0.6-0.1)x0.2x0.35=0.22L2(l)V=0.147KL12(1)V=(3+1.8-0.7-0.1)x0.2x0.4=032L1(1)V=(1.2+1.4-0.2)x0.15x0.3=0.1159.L9(1)V=(3.6-0.2)x0.2x0.35=0.2386O.KL6(1)V=(3.6-0.6-0.1)x02x0.45=0.2661.L10(l)V=(3.6-2.1-0.2)x0.2x0.3=0.07862.KL3(1)V=(1.5+2.3+1.6+0.6-0.6)x0.2x0.4=0.25663.KL7(1)V=(3+4.35-0.75-1.15)x0.2x0.5=0.54564.KL1K3)V=(3+4.35-1.7-0.25)x0.2x0.45=0.486(2.1-0.2)x0.2x0.4=0.152

序号项目名称计算公式单位数量(4.35+3-1.7-0.25)x0.2x0.45=0.486V=0.486x2+0.152=1.12465.KL4(p(l)V=(2.3-0.2)x0.2x0.4=0.16866.XL1V=(1.6-0.1)x0.2x0.4=0.1267.L8(1)V=(2.1-0.2)x0.2x035=0.13368.L22(1)V=(1.6-0.2)x0.15x0.3=0.06369.LL3V=1x0.2x0.4=0.087O.KL4(p(l)V=(2.3-0.2)x0.2x0.4=0.16871.KL7(1)V=(3+4.35-0.75-1.15)x0.2x0.5=0.54572.KL3(1)V=(1.5+2.3+1.6+0.6-0.6)x0.2x0.4=0.25673.L11(1)V=(3.6-2.1-0.2)x0.2x0.3=0.07874.L10(2)V=(3.6-0.2)x0.2x0.35x2=0.47675.KL9(2)V=(3.6+3.6-0.6-0.2-0.1)x0.2x0.45=0.56776丄7(1①)V=(l.5+2.3+1.6+1.4-1.6-0.1)x0.2x0.45+(1.1-0.1)x0.2x0.3=0.5277.L6(1)V=(1.4+1.2-0.15)x0.15x0.3=0.1178.L6(1)V=(1.4+1.2-0.15)x0.15x0.3=0.1179.L12(1)V=(3.6-2.1-0.1-0.1)x0.2x03=0.0788O.KL15(1)V=(l.8-0.2)x0.2x0.4=0.04881.KL3(1)V=(1.5+2.3+1.6+0.6-0.6)x0.2x0.4=0.25682.KL11(3)V=